WorldWideScience

Sample records for brick wall buildings

  1. Comparative thermal performance of static sunshade and brick cavity wall for energy efficient building envelope in composite climate

    Directory of Open Access Journals (Sweden)

    Charde Meghana

    2014-01-01

    Full Text Available Energy efficient building technologies can reduce energy consumption in buildings. In present paper effect of designed static sunshade, brick cavity wall with brick projections and their combined effect on indoor air temperature has been analyzed by constructing three test rooms each of habitable dimensions (3.0 m × 4.0 m × 3.0 m and studying hourly temperatures on typical days for one month in summer and winter each. The three rooms have also been simulated using a software and the results have been compared with the experimental results. Designed static sunshade increased indoor air temperature in winter while proposed brick cavity wall with brick projections lowered it in summer. Combined effect of building elements lowered indoor air temperature in summer and increased it in winter as compared to outdoor air temperature. It is thus useful for energy conservation in buildings in composite climate.

  2. The "Brick Wall" Graphic Organizer

    Science.gov (United States)

    Matteson, Shirley M.

    2016-01-01

    A brick wall provides a fitting description of what happens when teachers try to teach a concept for which students are unprepared. When students are unsuccessful academically, their foundational knowledge may be missing, incomplete, or incorrect. As a result, students "hit a brick wall," and their academic progress stops because they do…

  3. Moisture movements in render on brick wall

    DEFF Research Database (Denmark)

    Hansen, Kurt Kielsgaard; Munch, Thomas Astrup; Thorsen, Peter Schjørmann

    2003-01-01

    A three-layer render on brick wall used for building facades is studied in the laboratory. The vertical render surface is held in contact with water for 24 hours simulating driving rain while it is measured with non-destructive X-ray equipment every hour in order to follow the moisture front...... through the render and into the brick. The test specimen is placed between the source and the detector. The test specimens are all scanned before they are exposed to water. In that way the loss of counts from the dry scan to the wet scan qualitatively shows the presence of water. The results show nearly...... no penetration of water through the render and into the brick, and the results are independent of the start condition of the test specimens. Also drying experiments are performed. The results show a small difference in the rate of drying, in favour of the bricks without render....

  4. Brick walls on the brane

    Energy Technology Data Exchange (ETDEWEB)

    Medved, A J M [Department of Physics and Theoretical Physics Institute, University of Alberta, Edmonton (Canada)

    2002-01-21

    The so-called 'brick-wall model' is a semiclassical approach that has been used to explain black hole entropy in terms of thermal matter fields. Here, we apply the brick-wall formalism to thermal bulk fields in a Randall-Sundrum brane world scenario. In this case, the black hole entity is really a string-like object in the anti-de Sitter bulk, while appearing as a Schwarzchild black hole to observers living on the brane. In spite of these exotic circumstances, we establish that the Bekenstein-Hawking entropy law is preserved. Although a similar calculation was recently considered in the literature, this prior study invoked a simplifying assumption (which we avoid) that cannot be adequately justified.

  5. Brick Walls on the Brane

    CERN Document Server

    Medved, A J M

    2002-01-01

    The so-called ``brick-wall model'' is a semi-classical approach that has been used to explain black hole entropy in terms of thermal matter fields. Here, we apply the brick-wall formalism to thermal bulk fields in a Randall-Sundrum brane world scenario. In this case, the black hole entity is really a string-like object in the anti-de Sitter bulk, while appearing as a Schwarzchild black hole to observers living on the brane. In spite of these exotic circumstances, we establish that the Bekenstein-Hawking entropy law is preserved. Although a similar calculation was recently considered in the literature, this prior work invoked a simplifying assumption (which we avoid) that can not be adequately justified.

  6. Brick Walls and AdS/CFT

    CERN Document Server

    Kay, Bernard S

    2011-01-01

    We discuss the relationship between the bulk-boundary correspondence in Rehren's algebraic holography (and in other 'fixed-background' approaches to holography) and in mainstream 'Maldacena AdS/CFT'. Especially, we contrast the understanding of black-hole entropy from the viewpoint of QFT in curved spacetime -- in the framework of 't Hooft's 'brick wall' model -- with the understanding based on Maldacena AdS/CFT. We show that the brick-wall modification of a Klein Gordon field in the Hartle-Hawking-Israel state on 1+2-Schwarzschild AdS (BTZ) has a well-defined boundary limit with the same temperature and entropy as the brick-wall-modified bulk theory. One of our main purposes is to point out a close connection, for general AdS/CFT situations, between the puzzle raised by Arnsdorf and Smolin regarding the relationship between Rehren's algebraic holography and mainstream AdS/CFT and the puzzle embodied in the 'correspondence principle' proposed by Mukohyama and Israel in their work on the brick-wall approach to...

  7. Stabilization of endangered part of structures by building dry brunt brick buttressing, critical case study of plane wall in DKG-North Area, Mohenjo daro

    Science.gov (United States)

    Shaikh, J. M.; Park, J.

    2013-07-01

    'World Heritage Sites' are places or buildings of outstanding universal value recognized as constituting a world heritage 'for whose protection it is the duty of the international community as a whole to co-operate'. The concept of World Heritage is at the core of the World Heritage Convention, adopted by Heritage List as a means of identifying, protecting, conserving and presenting those parts of the world's natural and cultural heritage that are of sufficient 'outstanding universal value' to be the responsibility of the international community as a whole. By joining the Convention, nation states are pledged to safeguard the WH S by protecting their national heritage. UNESCO in 1972, to which 160 nations have now been adhered. The Convention came into force in 1975 and established a Site in their territory as part of a universally agreed policy for World. Moenjodaro site covering an area of 555 Acres out of which only 10 % of it has been excavated by exposing 50 Kilometer standing walls. The wall of the main street of DK G Area, Mohen jo Daro partially deformed, due to the torque effects this is studied here on a lateral cross wall in the chief house. Furthermore, the resulting behaviour of the bucking wall demonstrates the significant loadbearing capacity of the structure under service conditions and its high sensitivity to imposed changes of the geometry. Although the tensile stresses exceeded the flexural strength at the vertices and the length of the wall, hence both the geometry and condition of this area are critical for the safety of the wall. The results of this study can improve the assessment and thus help in the preservation of many important structures of the metropolitan city. Here the hydrous characteristic of the brick is studied as a general phenomenon, it is observed that the remains of the sites located in Sindh suffered a lot mostly due to age, human neglect variations of atmospheric condition, severe temperature and natural disasters. The main

  8. [Study on Hollow Brick Wall's Surface Temperature with Infrared Thermal Imaging Method].

    Science.gov (United States)

    Tang, Ming-fang; Yin, Yi-hua

    2015-05-01

    To address the characteristic of uneven surface temperature of hollow brick wall, the present research adopts soft wares of both ThermaCAM P20 and ThermaCAM Reporter to test the application of infrared thermal image technique in measuring surface temperature of hollow brick wall, and further analyzes the thermal characteristics of hollow brick wall, and building material's impact on surface temperature distribution including hollow brick, masonry mortar, and so on. The research selects the construction site of a three-story-high residential, carries out the heat transfer experiment, and further examines the exterior wall constructed by 3 different hollow bricks including sintering shale hollow brick, masonry mortar and brick masonry. Infrared thermal image maps are collected, including 3 kinds of sintering shale hollow brick walls under indoor heating in winter; and temperature data of wall surface, and uniformity and frequency distribution are also collected for comparative analysis between 2 hollow bricks and 2 kinds of mortar masonry. The results show that improving heat preservation of hollow brick aid masonry mortar can effectively improve inner wall surface temperature and indoor thermal environment; non-uniformity of surface temperature decreases from 0. 6 to 0. 4 °C , and surface temperature frequency distribution changes from the asymmetric distribution into a normal distribution under the condition that energy-saving sintering shale hollow brick wall is constructed by thermal mortar replacing cement mortar masonry; frequency of average temperature increases as uniformity of surface temperature increases. This research provides a certain basis for promotion and optimization of hollow brick wall's thermal function.

  9. Thermal analysis of a building brick containing phase change material

    Energy Technology Data Exchange (ETDEWEB)

    Alawadhi, E.M. [Kuwait Univ., Safat (Kuwait). Dept. of Mechanical Engineering

    2008-07-01

    This paper presents the thermal analysis of a building brick containing phase change material (PCM) to be used in hot climates. The objective of using the PCM is to utilize its high latent heat of fusion to reduce the heat gain by absorbing the heat in the bricks through the melting process before it reaches the indoor space. The considered model consists of bricks with cylindrical holes filled with PCM. The problem is solved in a two-dimensional space using the finite element method. The thermal effectiveness of the proposed brick-PCM system is evaluated by comparing the heat flux at the indoor surface to a wall without the PCM during typical working hours. A paramedic study is conducted to assess the effect of different design parameters, such as the PCM's quantity, type, and location in the brick. The results indicate that the heat gain is significantly reduced when the PCM is incorporated into the brick, and increasing the quantity of the PCM has a positive effect. PCM cylinders located at the centerline of the bricks shows the best performance. (author)

  10. Black hole entropy without brick walls

    OpenAIRE

    Xiang, Li

    2002-01-01

    The properties of the thermal radiation are discussed by using the new equation of state density motivated by the generalized uncertainty relation in the quantum gravity. There is no burst at the last stage of the emission of a Schwarzshild black hole. When the new equation of state density is utilized to investigate the entropy of a scalar field outside the horizon of a static black hole, the divergence appearing in the brick wall model is removed, without any cutoff. The entropy proportiona...

  11. New Bricks in the Wall

    Institute of Scientific and Technical Information of China (English)

    RONG JIAOJIAO

    2007-01-01

    @@ Whenever a newcomer enters the classroom, he points at the wall. "Look at that!" says Li Shunye, indicating a picture of something that looks a bit like a pink furry fox, only with an oversized tail. "It's a squirrel," says the 9-year-old. "I made it."

  12. Black hole entropy without brick walls

    CERN Document Server

    Xiang, L

    2002-01-01

    The properties of the thermal radiation are discussed by using the new equation of state density motivated by the generalized uncertainty relation in the quantum gravity. There is no burst at the last stage of the emission of a Schwarzshild black hole. When the new equation of state density is utilized to investigate the entropy of a scalar field outside the horizon of a static black hole, the divergence appearing in the brick wall model is removed, without any cutoff. The entropy proportional to the horizon area is derived from the contribution of the vicinity of the horizon.

  13. Black hole entropy without brick walls

    Science.gov (United States)

    Xiang, Li

    2002-07-01

    The properties of the thermal radiation are discussed by using the new equation of state density motivated by the generalized uncertainty relation in the quantum gravity. There is no burst at the last stage of the emission of a Schwarzschild black hole. When the new equation of state density is utilized to investigate the entropy of a scalar field outside the horizon of a static black hole, the divergence appearing in the brick wall model is removed, without any cutoff. The entropy proportional to the horizon area is derived from the contribution of the vicinity of the horizon.

  14. Brick walls and AdS/CFT

    Science.gov (United States)

    Kay, Bernard S.; Ortíz, L.

    2014-05-01

    We discuss the relationship between the bulk-boundary correspondence in Rehren's algebraic holography (and in other `fixed-background', QFT-based, approaches to holography) and in mainstream string-theoretic `Maldacena AdS/CFT'. Especially, we contrast the understanding of black-hole entropy from the point of view of QFT in curved spacetime—in the framework of 't Hooft's `brick wall' model—with the understanding based on Maldacena AdS/CFT. We show that the brick-wall modification of a Klein-Gordon field in the Hartle-Hawking-Israel state on dimensional Schwarzschild AdS has a well-defined boundary limit with the same temperature and entropy as the brick-wall-modified bulk theory. One of our main purposes is to point out a close connection, for general AdS/CFT situations, between the puzzle raised by Arnsdorf and Smolin regarding the relationship between Rehren's algebraic holography and mainstream AdS/CFT and the puzzle embodied in the `complementarity principle' proposed by Mukohyama and Israel in their work on the brick-wall approach to black hole entropy. Working on the assumption that similar results will hold for bulk QFT other than the Klein-Gordon field and for Schwarzschild AdS in other dimensions, and recalling the first author's proposed resolution to the Mukohyama-Israel puzzle based on his `matter-gravity entanglement hypothesis', we argue that, in Maldacena AdS/CFT, the algebra of the boundary CFT is isomorphic only to a proper subalgebra of the bulk algebra, albeit (at non-zero temperature) the (GNS) Hilbert spaces of bulk and boundary theories are still the `same'—the total bulk state being pure, while the boundary state is mixed (thermal). We also argue from the finiteness of its boundary (and hence, on our assumptions, also bulk) entropy at finite temperature, that the Rehren dual of the Maldacena boundary CFT cannot itself be a QFT and must, instead, presumably be something like a string theory.

  15. Impact of wind-driven rain on historic brick wall buildings in a moderately cold and humid climate: Numerical analyses of mould growth risk, indoor climate and energy consumption

    DEFF Research Database (Denmark)

    Masaru, Abuku; Janssen, Hans; Roels, Staf

    2009-01-01

    response, mould growth at interior wall surfaces, indoor climate and energy consumption. First the WDR load oil the facades of a 4 m x 4 m x 10 m tower is determined. Then the hygrothermal behaviour of the brick walls is analysed oil a horizontal slice through the tower. The simulations demonstrate...... that WDR loads can have a significant impact on mould growth especially at the edges of the walls. Finally, for the case analysed, the WDR load Causes a significant increase of indoor relative humidity and energy consumption for heating. (C) 2008 Elsevier B.V. All rights reserved.......This paper gives an onset to whole building hygrothermal modelling in which the interaction between interior and exterior climates via building enclosures is simulated under a moderately cold and humid climate. The focus is particularly on the impact of wind-driven rain (WDR) oil the hygrothermal...

  16. Hidden Degeneracy in the Brick Wall Model of Black Holes

    CERN Document Server

    Sen-Gupta, K; Gupta, Kumar S.; Sen, Siddhartha

    2003-01-01

    Quantum field theory in the near-horizon region of a black hole predicts the existence of an infinite number of degenerate modes. Such a degeneracy is regulated in the brick wall model by the introduction of a short distance cutoff. In this Letter we show that states of the brick wall model with non zero energy admit a further degeneracy for any given finite value of the cutoff. The black hole entropy is calculated within the brick wall model taking this degeneracy into account. Modes with complex frequencies however do not exhibit such a degeneracy.

  17. The evaluation of the thermal behaviour of a mortar based brick masonry wall coated with TiO2 nanoparticles : an experimental assessment towards energy efficient buildings

    OpenAIRE

    Carneiro, Joaquim A. O.; Vasconcelos, Graça; Azevedo, Sofia; Jesus, Carlos; Palha, Carlos; Gomes, Nuno; Teixeira, Vasco

    2014-01-01

    The transfer of energy (in the form of heat) between the building and its surroundings affects its thermal performance. When a given building system is thermally inefficient it will require that the HVAC equipment will be in permanent activity, increasing the underlying energy costs. This work evaluates the influence of using a TiO2-coated plastering mortar in the thermal performance of a building wall model. The TiO2 aqueous solution was sprayed onto the mortar surface, in its fresh state, b...

  18. Not "Just Another Brick in the Wall"

    Science.gov (United States)

    Zolkower, Betina A.; Rubel, Laurie H.

    2015-01-01

    "Low threshold, high ceiling" tasks are accessible to diverse learners; invite a wide range of approaches; and hold the potential to further challenge, strengthen, and extend everyone's mathematical reasoning. In this article, the authors present a family of Brick Pyramid problems as examples of "low threshold, high ceiling"…

  19. Toward Applications for DNA Nanotechnology-More Bricks To Build With.

    Science.gov (United States)

    Dietz, Hendrik

    2016-06-16

    Another brick in the wall: DNA nanotechnology has come a long way since its initial beginnings. This would not be possible without the continued development of methods for DNA assembly and new uses for DNA as a material. This Special Issue highlights some of the newest building blocks for nanodevices based on DNA.

  20. Energy Efficiency Improvement Potential in Historical Brick Building

    OpenAIRE

    Žogla, Gatis; Blumberga, Andra; Zvaigznītis, Kristaps; Dzikēvičs, Miķelis; Blumberga, Dagnija; Burinskiene, Marija

    2013-01-01

    Energy efficiency in historical heritage buildings is viewed as a taboo because these buildings usually are law-protected and no energy efficiency measures that would change the appearance of building are allowed. In this paper we look at a potential of increasing energy efficiency level in historical buildings. Measurements to determine energy efficiency of a historical brick building have been done, which also give the possibility to determine the potential of energy efficiency measures in ...

  1. Horowitz-Strominger Black Hole Entropy Without Brick Wall

    Institute of Scientific and Technical Information of China (English)

    ZHANG Li-Chun; ZHAO Ren; LIN Hai

    2004-01-01

    @@ A Horowitz-Strominger black hole is discussed through a new equation of state density motivated by the generalized uncertainty relation in quantum gravity. There is no burst in the last stage of emission from a HorowitzStrominger black hole. When the new equation of state density is used to investigate the entropy of bosonic field and fermionic field outside the horizon of a static Horowitz-Strominger black hole, the divergence that appears in the brick-wall model is removed without any cutoff. The entropy proportional to the horizon area is derived from the contribution in the vicinity of the horizon.

  2. Spherically symmetric black-hole entropy without brick walls

    Science.gov (United States)

    Ren, Zhao; Yue-Qin, Wu; Li-Chun, Zhang

    2003-11-01

    Properties of the thermal radiation of black holes are discussed using a new equation of state density motivated by the generalized uncertainty relation in quantum gravity. There is no burst at the last stage of emission from a spherically symmetric black hole. When the new equation of state density is used to investigate the entropy of a bosonic field and fermionic field outside the horizon of a static spherically symmetric black hole, the divergence that appears in the brick-wall model is removed without any cutoff. The entropy proportional to the horizon area is derived from the contribution from the vicinity of the horizon.

  3. Letter: Dilatonic Black Hole Entropy Without Brick Walls

    Science.gov (United States)

    Ren, Zhao; Sheng-Li, Zhang

    2004-09-01

    The properties of the thermal radiation are discussed by using the new equation of state density motivated by the generalized uncertainty relation in the quantum gravity. There is no burst at the last stage of the emission of dilatonic black hole. When the new equation of state density is utilized to investigate the entropy of a bosonic field and fermionic field outside the horizon of a static dilatonic black hole, the divergence appearing in the brick wall model is removed, without any cutoff. It is derived from the contribution of the vicinity of the horizon that the entropy is proportional to the horizon area.

  4. Brick walls for black holes in AdS/CFT

    Directory of Open Access Journals (Sweden)

    Norihiro Iizuka

    2015-06-01

    Full Text Available We study the 't Hooft's brick wall model for black holes in a holographic context. The brick wall model suggests that without an appropriate near horizon IR cut-off, the free energy of the probe fields shows the divergence due to the large degenerate states near the horizons. After studying the universal nature of the divergence in various holographic settings in various dimensions, we interpret the nature of the divergence in a holographic context. The free energy divergence is due to the large degeneracy and continuity of the low energy spectrum in the boundary theory at the deconfinement phase. These divergence and continuity should be removed by finite N effects, which make the spectrum discrete even at the deconfinement phase. On the other hand, in the bulk, these degenerate states are localized near the horizon, and the universal divergence of these degenerate states implies that the naive counting of the degrees of freedom in bulk should be modified once we take into account the non-perturbative quantum gravity effects near the horizon. Depending on the microscopic degrees of freedom, the position, where the effective field theory description to count the states breaks down, has different Planck scale dependence. It also implies the difficulty to have an electron like gauge-singlet elementary field in the boundary theory Lagrangian. These singlet fields are at most composite fields, because they show divergent free energy, suggesting a positive power of N at the deconfinement phase.

  5. Brick walls for black holes in AdS/CFT

    Science.gov (United States)

    Iizuka, Norihiro; Terashima, Seiji

    2015-06-01

    We study the 't Hooft's brick wall model for black holes in a holographic context. The brick wall model suggests that without an appropriate near horizon IR cut-off, the free energy of the probe fields shows the divergence due to the large degenerate states near the horizons. After studying the universal nature of the divergence in various holographic settings in various dimensions, we interpret the nature of the divergence in a holographic context. The free energy divergence is due to the large degeneracy and continuity of the low energy spectrum in the boundary theory at the deconfinement phase. These divergence and continuity should be removed by finite N effects, which make the spectrum discrete even at the deconfinement phase. On the other hand, in the bulk, these degenerate states are localized near the horizon, and the universal divergence of these degenerate states implies that the naive counting of the degrees of freedom in bulk should be modified once we take into account the non-perturbative quantum gravity effects near the horizon. Depending on the microscopic degrees of freedom, the position, where the effective field theory description to count the states breaks down, has different Planck scale dependence. It also implies the difficulty to have an electron like gauge-singlet elementary field in the boundary theory Lagrangian. These singlet fields are at most composite fields, because they show divergent free energy, suggesting a positive power of N at the deconfinement phase.

  6. Reissner-Nordstrom Black Hole Entropy Inside and Outside the Brick Wall

    Institute of Scientific and Technical Information of China (English)

    刘文彪

    2003-01-01

    Applying the generalized uncertainty relation to the calculation of the free energy and entropy of a Reissner Nordstrom black hole inside the brick wall, the entropy proportional to the horizon area is derived from the contribution of the vicinity of the horizon. This is compared with the entropy calculated via the original brick wall model. The entropy given by the original brick wall model comes from the outside of the brick wall seemingly.The inside result using generalized uncertainty relation is similar to the outside result using original uncertainty relation, and the divergence inside the brick wall disappears. It is apparent that the cutoff is something related to the quantum theory of gravity.

  7. Energetic Refurbishment of Historic Brick Buildings

    DEFF Research Database (Denmark)

    Zagorskas, Jurgis; Mykolas Paliulis, Grazvydas; Burinskiene, Marija

    2013-01-01

    is creating a demand for suitable materials, retrofitting techniques and research. The differences between refurbishment of new-build projects and historical or valuable buildings are insufficiently recognized – mostly the buildings without further cultural preservation requirements are studied. This article...... covers the theme of refurbishment measures in historical buildings – the specific measures like inside insulation which are allowed due to the valuable façade or other heritage preservation requirements. An overview of other innovative methods for energy saving in existing buildings and their potential......Building standards for energy effectiveness are increasing constantly and the market follows these changes by constructing new buildings in accordance with standards and refurbishment of the existing housing stock. Comprehensive trends in European construction market show tremendous increase...

  8. Internal insulation applied in heritage multi-storey buildings with wooden beams embedded in solid masonry brick facades

    DEFF Research Database (Denmark)

    Harrestrup, Maria; Svendsen, Svend

    2016-01-01

    The use of internal insulation is investigated in a heritage building block with wooden beam construction and masonry brick walls as part of an energy renovation. Measurements were carried out and compared to results from a hygrothermal simulation model. The risk of mould growth in the wooden beams...... and in the interface between the insulation and the brick wall was evaluated. Three different insulation strategies for applying internal insulation were investigated: 1) insulation applied on the entire interior facade; 2) 200 mm gap in the insulation above the floor; and 3) 200 mm gap in the insulation both above...

  9. Decay patterns of brick wall in atmospheric environment: a possible analogue to rock weathering?

    Science.gov (United States)

    Prikryl, Richard; Weishauptová, Zuzana; Přikrylová, Jiřina; Jablonský, Jakub

    2015-04-01

    This study is focused on the decay of bricks exposed in enclosing wall of the Regional maternal hospital in Prague city centre (Czech Republic). The hospital, listed as a Czech architectural monument, has been constructed from locally produced bricks in neo-Gothic style in the period of 1867-1875. The bricks of the enclosing wall show sequence of decay patterns that resemble weathering forms observable on monuments built of natural stone. This study aims to study the observed decay patterns by means of in situ mapping and by analyses of decayed material (optical microscopy, SEM/EDS, X-ray diffraction, Hg-porosimetry, water soluble salts analysis) and to interpret them based on the phase composition and other properties of bricks. Finally, the decay patterns of studied brick wall are compared to known weathering sequences on porous rocks (both on natural outcrops and on artistic monuments).

  10. Incorporation of treated straw and wood fly ash into clay building brick

    DEFF Research Database (Denmark)

    Chen, Wan; Ottosen, Lisbeth M.; Jensen, Pernille Erland;

    2016-01-01

    in the treated ash, suggests the possibility of the ash reuse in sintered clay bricks. In this study, the straw and wood fly ash treated by washing and EDR was incorporated into yellow clay bricks at different substitution rates. The properties of the clay-ash bricks were studied in terms of shrinkage, water...... absorption, porosity, density, compressive strength and leaching behavior, and compared with the 100% clay bricks. It’s promising to use the treated ash as a secondary building material....

  11. The Heat Transfer Coefficient of Recycled Concrete Bricks Combination with EPS Insulation Board Wall

    Directory of Open Access Journals (Sweden)

    Jianhua Li

    2015-01-01

    Full Text Available Four tectonic forms samples were conducted to test their heat transfer coefficients. By analyzing and comparing the test values and theoretical values of the heat transfer coefficient, a corrected-value calculation method for determining the heat transfer coefficient was proposed; the proposed method was proved to be reasonably correct. The results indicated that the recycled concrete brick wall heat transfer coefficient is higher than that of the clay brick wall, the heat transfer coefficient of recycled concrete brick wall could be effectively reduced when combined with the EPS insulation board, and the sandwich insulation type was better than that of external thermal insulation type.

  12. Experimental Study on the Seismic Performance of Recycled Concrete Brick Walls Embedded with Vertical Reinforcement

    Directory of Open Access Journals (Sweden)

    Wanlin Cao

    2014-08-01

    Full Text Available Recycled concrete brick (RCB is manufactured by recycled aggregate processed from discarded concrete blocks arising from the demolishing of existing buildings. This paper presents research on the seismic performance of RCB masonry walls to assess the applicability of RCB for use in rural low-rise constructions. The seismic performance of a masonry wall is closely related to the vertical load applied to the wall. Thus, the compressive performance of RCB masonry was investigated firstly by constructing and testing eighteen RCB masonry compressive specimens with different mortar strengths. The load-bearing capacity, deformation and failure characteristic were analyzed, as well. Then, a quasi-static test was carried out to study the seismic behavior of RCB walls by eight RCB masonry walls subjected to an axial compressive load and a reversed cyclic lateral load. Based on the test results, equations for predicting the compressive strength of RCB masonry and the lateral ultimate strength of an RCB masonry wall were proposed. Experimental values were found to be in good agreement with the predicted values. Meanwhile, finite element analysis (FEA and parametric analysis of the RCB walls were carried out using ABAQUS software. The elastic-plastic deformation characteristics and the lateral load-displacement relations were studied.

  13. Building the Platform of Digital Earth with Sphere Split Bricks

    Directory of Open Access Journals (Sweden)

    WANG Jinxin

    2015-06-01

    Full Text Available Discrete global grids, a modeling framework for big geo-spatial data, is always used to build the Digital Earth platform. Based on the sphere split bricks (Earth system spatial grids, it can not only build the true three-dimensional digital Earth model, but also can achieve integration, fusion, expression and application of the spatial data which locates on, under or above the Earth subsurface. The theoretical system of spheroid geodesic QTM octree grid is discussed, including the partition principle, analysis of grid geometry features and coding/ decoding method etc, and a prototype system of true-3D digital Earth platform with the sphere split bricks is developed. The functions of the system mainly include the arbitrary sphere segmentation and the visualization of physical models of underground, surface and aerial entities. Results show that the sphere geodesic QTM octree grid has many application advantages, such as simple subdivision rules, the grid system neat, clear geometric features, strong applicability etc. In particular, it can be extended to the ellipsoid, so it can be used for organization, management, integration and application of the global spatial big data.

  14. Steady state theoretical model of fired clay hollow bricks for enhanced external wall thermal insulation

    Energy Technology Data Exchange (ETDEWEB)

    Bouchair, Ammar [Laboratoire de Recherche Cadre Bati et Environnement, Departement d' Architecture, Faculte des Sciences de l' Ingenieur, Universite de Jijel, BP 98 Ouled Aissa, Jijel 18000 (Algeria)

    2008-10-15

    This paper proposes a theoretical model to study the steady state thermal behavior of fired clay hollow bricks for enhanced external wall thermal insulation. The study aims at the development of new materials and structural components with good thermal material properties, with respect to energy saving and ecological design. Thermal insulation capacity of two external walls of different thicknesses, constructed of locally produced bricks, is studied. The basic brick units used for the investigation are small-size bricks with eight equal cavities or recesses and big-size bricks with twelve equal recesses. Their recesses configuration has been varied to perform the assessment. The insulation materials injected within brick recesses during the assessment are granulated cork and expanded polystyrene. The improvement in the thermal performance of the walls will be the result of optimization among the various factors such as brick cavity configurations, integration of insulation within brick recesses and the cavity surface emissivities. So emphasis is given to the study of the impact of these factors singly or in combination on the overall thermal resistance of walls in order to find out the best design solutions to maximize their thermal insulation capacity. Computer modeling and calculations performed, for steady state conditions, show that the increase in hollow brick cavity height contributes to the improvement of the overall thermal resistance of the order of 18-20%. The improvement could significantly increase to the range of 88.64% and 93.33%, if the bricks used are injected with the insulating material. If the cavity surface emissivities are lowered to 0.3, the improvement will be 72.73-78.33%. The results have also shown that replacing the cork by expanded polystyrene (EPS), having lower thermal conductivity, would not improve significantly the overall thermal resistance. This improvement is 9.08% for a wall of small-size bricks having configuration BS2CV and 8

  15. Methods for elimination of dampness in Building walls

    Science.gov (United States)

    Campian, Cristina; Pop, Maria

    2016-06-01

    Dampness elimination in building walls is a very sensitive problem, with high costs. Many methods are used, as: chemical method, electro osmotic method or physical method. The RECON method is a representative and a sustainable method in Romania. Italy has the most radical method from all methods. The technology consists in cutting the brick walls, insertion of a special plastic sheeting and injection of a pre-mixed anti-shrinking mortar.

  16. Minimal Length Effects on Entanglement Entropy of Spherically Symmetric Black Holes in Brick Wall Model

    CERN Document Server

    Wang, Peng; Ying, Shuxuan

    2015-01-01

    We compute the black hole horizon entanglement entropy for a massless scalar field in the brick wall model by incorporating the minimal length. Taking the minimal length effects on the occupation number $n(\\omega,l)$ and the Hawking temperature into consideration, we obtain the leading UV divergent term and the subleading logarithmic term in the entropy. The leading divergent term scales with the horizon area. The subleading logarithmic term is the same as that in the usual brick wall model without the minimal length.

  17. An Improved Thin Film Brick-Wall Model of Black Hole Entropy

    Institute of Scientific and Technical Information of China (English)

    LIU Wen-Biao; ZHAO Zheng

    2001-01-01

    We improve the brick-wall model to take only the contribution of a thin film near the event horizon into account. This improvement not only gives us a satisfactory result, but also avoids some drawbacks in the original brick wall method such as the little mass approximation, neglecting logarithm term, and taking the term L3 as the contribution of the vacuum surrounding a black hole. It is found that there is an intrinsic relation between the event horizon and the entropy. The event horizon is the characteristic of a black hole, so the entropy calculating of a black hole is also naturally related to its horizon.

  18. Tunable Gas Permeability of Polymer-Clay Nano Brick Wall Thin Film Assemblies

    Science.gov (United States)

    Gamboa, Daniel; Priolo, Morgan; Grunlan, Jaime

    2010-03-01

    Thin films of anionic natural montmorrilonite (MMT) clay and cationic polyethylenimine (PEI) have been produced by alternately dipping a plastic substrate into dilute aqueous mixtures containing each ingredient. After 40 polymer-clay layers have been deposited, the resulting transparent film exhibits an oxygen transmission rate (OTR) below 0.35 cm^3/m^2 . day when the pH of PEI solution is 10. This low permeability is due to a brick wall nanostructure comprised of completely exfoliated clay bricks in polymeric mortar. This brick wall creates an extremely tortuous path at thicknesses below 250 nm and clay concentration above 80 wt%. A 70-bilayer PEI-MMT assembly has an undetectable OTR (packaging and foil replacement for food.

  19. Measure Guideline: Installing Rigid Foam Insulation on the Interior of Existing Brick Walls

    Energy Technology Data Exchange (ETDEWEB)

    Natarajan, H.; Klocke, S.; Puttagunta, S.

    2012-06-01

    This measure guideline provides information on an effective method to insulate the interior of existing brick masonry walls with extruded polystyrene (XPS) insulation board. The guide outlines step-by-step design and installation procedures while explaining the benefits and tradeoffs where applicable. The authors intend that this document be useful to a varied audience that includes builders, remodelers, contractors and homeowners.

  20. Measure Guideline. Installing Rigid Foam Insulation on the Interior of Existing Brick Walls

    Energy Technology Data Exchange (ETDEWEB)

    Natarajan, Hariharan [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States); Klocke, Steve [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States); Puttagunta, Srikanth [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States)

    2012-06-01

    This measure guideline provides information on an effective method to insulate the interior of existing brick masonry walls with extruded polystyrene (XPS) insulation board. The guide outlines step-by-step design and installation procedures while explaining the benefits and tradeoffs where applicable. The authors intend that this document be useful to a varied audience that includes builders,remodelers, contractors and homeowners.

  1. Brick Wall Model and the Spectrum of a Schwarzschild Black Hole

    Institute of Scientific and Technical Information of China (English)

    LI Xiang; ZHAO Zheng

    2006-01-01

    @@ The quantum entropy of a scalar field near a Schwarzschild black hole is investigated by employing the brick-wall model in the grand canonical ensemble. A positive chemical potential is introduced if the cutoff is set to be of order of the Planck length. We also discuss the relation between the chemical potential and the mass quantum of the black hole.

  2. The prediction of brick wall strengths with artificial neural networks model

    Science.gov (United States)

    Demir, Ali; Kumanlioglu, Ahmet Ali

    2017-01-01

    The aim of this study is to predict with Artificial Neural Networks (ANN) shear strength of brick masonry walls. Shear strength of the walls is determined with diagonal shear tests. It is very difficult to determine strengths of brick masonry walls with experimental procedures. Therefore, an Artificial Neural Networks model is developed with data obtained by investigating many papers from literature and experiments carried out by the authors. Finally, a good degree of coherency is obtained between the experimental and predicted data. The model that is developed makes it possible to easily predict shear strength of the masonry walls. Additionally, this model can be continuously trained with new data and its applicability range can easily be expanded.

  3. Investigation of thermal effect on exterior wall surface of building material at urban city area

    Energy Technology Data Exchange (ETDEWEB)

    Md Din, Mohd Fadhil; Dzinun, Hazlini; Ponraj, M.; Chelliapan, Shreeshivadasan; Noor, Zainura Zainun [Institute of Environmental Water Resources and Management (IPASA), Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor (Malaysia); Remaz, Dilshah [Faculty of Built Environment, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor (Malaysia); Iwao, Kenzo [Nagoya Institute of Technology, Nagoya (Japan)

    2012-07-01

    This paper describes the investigation of heat impact on the vertical surfaces of buildings based on their thermal behavior. The study was performed based on four building materials that is commonly used in Malaysia; brick, concrete, granite and white concrete tiles. The thermal performances on the building materials were investigated using a surface temperature sensor, data logging system and infrared thermography. Results showed that the brick had the capability to absorb and store heat greater than other materials during the investigation period. The normalized heat (total heat/solar radiation) of the brick was 0.093 and produces high heat (51% compared to granite), confirming a substantial amount of heat being released into the atmosphere through radiation and convection. The most sensitive material that absorbs and stores heat was in the following order: brick > concrete > granite > white concrete tiles. It was concluded that the type of exterior wall material used in buildings had significant impact to the environment.

  4. Investigation of thermal effect on exterior wall surface of building material at urban city area

    Directory of Open Access Journals (Sweden)

    Mohd Fadhil Md Din, Hazlini Dzinun, M. Ponraj, Shreeshivadasan Chelliapan, Zainura Zainun Noor, Dilshah Remaz, Kenzo Iwao

    2012-01-01

    Full Text Available This paper describes the investigation of heat impact on the vertical surfaces of buildings based on their thermal behavior. The study was performed based on four building materials that is commonly used in Malaysia; brick, concrete, granite and white concrete tiles. The thermal performances on the building materials were investigated using a surface temperature sensor, data logging system and infrared thermography. Results showed that the brick had the capability to absorb and store heat greater than other materials during the investigation period. The normalized heat (total heat/solar radiation of the brick was 0.093 and produces high heat (51% compared to granite, confirming a substantial amount of heat being released into the atmosphere through radiation and convection. The most sensitive material that absorbs and stores heat was in the following order: brick > concrete > granite > white concrete tiles. It was concluded that the type of exterior wall material used in buildings had significant impact to the environment.

  5. Basic Deformation Parameters of Solid Clay Bricks and Small Masonry Walls

    Directory of Open Access Journals (Sweden)

    P. Bouška

    2000-01-01

    Full Text Available The basic mechanical properties of clay brick masonry and its components were experimentally investigated in the laboratories of the Klokner Institute. The test specimens of masonry materials and the relevant mechanical properties have been identified in solid clay bricks and cement-lime mortar. The aim of the research activity was to study both the deformability of the prevailing type of clay masonry in the existing buildings, i.e. the masonry made from the solid clay units and the lime-cement mortar, and the most important mechanical properties of masonry components.

  6. Modelling Australian Red Brick and Bluestone Walls in VAPO

    Science.gov (United States)

    2013-01-01

    span. Note that internal masonry walls are also often load bearing for this UNCLASSIFIED 9 UNCLASSIFIED DSTO-TN-1155 type of floor/ ceiling slab ...compressive strength of a short column of masonry material that is mortared together in a manner representative of the wall construction. The bulk...beneath the load bearing wall on the level below. For a slab consisting of a wood deck on wood joists or concrete deck on open web steel joists, the

  7. Characterization of Bricks Used in the External Casing of Roman Bath Walls "Gadara Jordan".

    Science.gov (United States)

    El Gohary, A. M.; Al Naddaf, M. M.

    The use of sub-soil materials have been used in buildings long time ago, for more than 10,000 years. This study investigates the different characteristics of brick units used in one of the Roman baths in Gadara archaeological site. This is achieved by studying the raw materials and the different technological measurements of brick units: shapes,dimensions and visual description. Moreover, it studies the construction techniques and deterioration problems, by using some scientific techniques and analytical procedures such as EDX for defining the elemental and chemical characteristics of brick samples,Polarizing microscope and XRD for studying the mineralogical components, in addition to the use of SEM that was used for studying the morphological characteristics of the samples. Furthermore, this study determines the different physical, mechanical and thermal properties of the collected samples according to different scientific techniques and standard tools such as digital camera, magnifying glass and mechanical sieves. The results of the study prove that the brick units are divided into two types cubit square and rectangular shapes which are used as external casing layers. They are characterized by homogeneous chemical characteristics and different visual appearances according to the firing degrees and firing conditions (oxidizing or reduction). On the other hand the differences of these physical properties play specific roles in the deterioration cycles,and their mechanisms affect the brick units. Finally, the study provides a definition of the effective methods, materials and preservation measurements for restoring and maintaining the investigated monument.

  8. 窗间墙锚固配筋砖混结构教学楼抗震性能试验研究%Experimental study on seismic performance of brick-concrete masonry school buildings with wall piers reinforced with anchored reinforcements

    Institute of Scientific and Technical Information of China (English)

    吴昊; 赵世春; 许浒; 张蓬勃; 吴刚

    2013-01-01

    Quasi-static tests on two half-scale two-story brick-concrete sub-structure models were carried out in order to improve the seismic performance of brick-concrete masonry school buildings. The wall piers between openings were partially reinforced with horizontal reinforcements that were reliably anchored using vertical reinforcements. The failure modes, load bearing capacity, deformability, rigidity degradation, ductility and hysteretic behavior of the two models, as well as failure modes of piers and failure mechanism of longitudinal walls were investigated. The results indicate that a story mechanism occurs in ordinary masonry model with the piers failing in shear failure. And the longitudinal walls exhibit strong spandrel-weak pier failure mechanism. However, partially reinforced wall piers are characterized by flexural failure with horizontal cracking in the mortar bed joints. Spandrels are severely damaged due to the formation of global failure mechanism. Strong pier-weak spandrel failure mechanism is guaranteed with uniform drift distribution. The level of damage, energy dissipation capacity and ductility of model are significantly improved.%为改善砖混结构教学楼的抗震性能,通过对其纵向窗间墙局部配筋并在墙体两端采用竖向钢筋进行锚固配筋,按照1/2的缩尺比例设计了2个砖混子结构模型.采用拟静力试验分别对普通窗间墙和配筋窗间墙的子结构模型的破坏模式、承载能力、变形能力、刚度退化、延性、耗能性能以及窗间墙的破坏模式和纵墙的破坏机制等进行了分析.结果表明:普通窗间墙模型表现为层间破坏机制,窗间墙发生剪切破坏,纵墙发生“强梁弱柱”式破坏;窗间墙局部配筋并进行锚固的模型发生整体型破坏,窗间墙弯曲破坏,纵墙的破坏机制具有“强柱弱梁”特征,层间变形均匀,模型的破坏形态、耗能能力和延性等均得到改善.

  9. 砖混教室窗间墙不同构造条件下的破坏特点和抗震性能分析%Failure characteristics and seismic performance analysis of longitudinal wall between windows of brick-concrete masonry classroom buildings with different structural measures

    Institute of Scientific and Technical Information of China (English)

    吴昊; 赵世春; 张蓬勃; 许浒

    2012-01-01

    为了研究砖混教学楼窗间墙中构造柱的截面尺寸和配筋对纵向窗间墙破坏特点和抗震性能的影响,设计了5片缩尺纵墙试件,并通过低周反复加载试验对配置不同尺寸和配筋构造柱的墙体试件的破坏破坏形态、滞回特性、变形能力、刚度退化等进行了分析.结果表明,中柱的截面大小和配筋不改变墙体的破坏形态,各墙体试件均发生剪切破坏,按照规范要求设置构造柱的墙体试件表现出较好的抗震性能,构造柱与砖砌体具有较好的协同工作性能,适当增大构造柱截面尺寸能够显著改善墙体的延性耗能性能、变形能力,主裂缝宽度明显减小;增大中柱的配筋率使其成为RC柱时,尽管墙体试件抗侧刚度和承载力得到提高,但墙体的耗能能力和变形能力均出现降低,中柱与砖墙体的协同工作性能明显变差.因此,适当增大构造柱尺寸对于进一步提高砖混教学楼窗间墙的抗震和抗倒塌能力是有利的.%Five reduced-scale wall specimens were designed in order to investigate the influence of section size and reinforcement ratio of middle column on the failure characteristic and seismic performance of longitudinal wall between windows of brick-concrete school buildings. The failure characteristics, hysteretic behavior, deformability and stiffness degradation of each wall specimen were analyzed respectively. The results indicate that all specimens with different middle columns are characterized by shear failure. The specimen designed in accordance with the current code for seismic design generally exhibits good seismic performance where the structural column works well with brick masonry. Increasing section size of structural column can improve the energy dissipation, deformability and the crack distribution of specimen significantly. RC column decreases the energy dissipation and deformability of wall specimens in the highly nonlinear stage, although it can

  10. Another brick in the cell wall: biosynthesis dependent growth model.

    Science.gov (United States)

    Barbacci, Adelin; Lahaye, Marc; Magnenet, Vincent

    2013-01-01

    Expansive growth of plant cell is conditioned by the cell wall ability to extend irreversibly. This process is possible if (i) a tensile stress is developed in the cell wall due to the coupling effect between turgor pressure and the modulation of its mechanical properties through enzymatic and physicochemical reactions and if (ii) new cell wall elements can be synthesized and assembled to the existing wall. In other words, expansive growth is the result of coupling effects between mechanical, thermal and chemical energy. To have a better understanding of this process, models must describe the interplay between physical or mechanical variable with biological events. In this paper we propose a general unified and theoretical framework to model growth in function of energy forms and their coupling. This framework is based on irreversible thermodynamics. It is then applied to model growth of the internodal cell of Chara corallina modulated by changes in pressure and temperature. The results describe accurately cell growth in term of length increment but also in term of cell pectate biosynthesis and incorporation to the expanding wall. Moreover, the classical growth model based on Lockhart's equation such as the one proposed by Ortega, appears as a particular and restrictive case of the more general growth equation developed in this paper.

  11. Another brick in the cell wall: biosynthesis dependent growth model.

    Directory of Open Access Journals (Sweden)

    Adelin Barbacci

    Full Text Available Expansive growth of plant cell is conditioned by the cell wall ability to extend irreversibly. This process is possible if (i a tensile stress is developed in the cell wall due to the coupling effect between turgor pressure and the modulation of its mechanical properties through enzymatic and physicochemical reactions and if (ii new cell wall elements can be synthesized and assembled to the existing wall. In other words, expansive growth is the result of coupling effects between mechanical, thermal and chemical energy. To have a better understanding of this process, models must describe the interplay between physical or mechanical variable with biological events. In this paper we propose a general unified and theoretical framework to model growth in function of energy forms and their coupling. This framework is based on irreversible thermodynamics. It is then applied to model growth of the internodal cell of Chara corallina modulated by changes in pressure and temperature. The results describe accurately cell growth in term of length increment but also in term of cell pectate biosynthesis and incorporation to the expanding wall. Moreover, the classical growth model based on Lockhart's equation such as the one proposed by Ortega, appears as a particular and restrictive case of the more general growth equation developed in this paper.

  12. Recycling waste brick from construction and demolition of buildings as pozzolanic materials.

    Science.gov (United States)

    Lin, Kae-Long; Wu, Hsiu-Hsien; Shie, Je-Lueng; Hwang, Chao-Lung; An Cheng

    2010-07-01

    This investigation elucidates the pozzolic characteristics of pastes that contain waste brick from building construction and demolition wastes. The TCLP leaching concentrations of waste brick for the target cations or heavy metals were all lower than the current regulatory thresholds of the Taiwan EPA. Waste brick had a pozzolanic strength activity index of 107% after 28 days. It can be regarded as a strong pozzolanic material. The compressive strengths of waste brick blended cement (WBBC) that contain 10% waste brick increased from 71.2 MPa at 28 days to 75.1 MPa at 60 days, an increase of approximately 5% over that period. At 28 days, the pozzolanic reaction began, reducing the amount of Ca(OH)(2) and increasing the densification. The intensity of the peak at 3640 cm(- 1) associated with Ca(OH)(2) is approximately the same for ordinary Portland cement (OPC) pastes. The hydration products of all the samples yield characteristics peaks at 978 cm(-1) associated with C-S-H, and at ~3011 cm(-1) and 1640 cm(-1) associated with water. The samples yield peaks at 1112 cm(-1), revealing the formation of ettringite. In WBBC pastes, the ratio Q(2)/Q(1) increases with curing time. These results demonstrate that increasing the curing time increases the number of linear polysilicate anions in C-S-H. Experimental results reveal that waste brick has potential as a pozzolanic material in the partial replacement of cement.

  13. Detailed Dynamic Heat Transfer in Thick Brick Walls Typical of Lille Metropolis

    Directory of Open Access Journals (Sweden)

    Antczak E.

    2012-10-01

    Full Text Available The study of thermal transfer in old houses massive walls offers a big interest permitting the understanding of their specificities and the choice of a suitable material for their eventual insulation. We propose to study the thermal transfer in massive brick walls that characterize the Northern Europe old houses. To do so, we will begin by defining the thermal transfer mode: we proved that the transfer mode can be reduced to a unidirectional transfer. Then, an experimental wall is built and submitted to two different solicitation types (constant temperature in steady state mode and sinusoidal temperature through a wooden insulated box containing a radiator. The interest of these solicitations is to determine the thermal properties of the wall: the steady-state regime permits to determine the thermal resistances of the system when the harmonic regime permits to determine the thermal capacities of the system.

  14. LEGO® bricks as building blocks for centimeter-scale biological environments: the case of plants.

    Science.gov (United States)

    Lind, Kara R; Sizmur, Tom; Benomar, Saida; Miller, Anthony; Cademartiri, Ludovico

    2014-01-01

    LEGO bricks are commercially available interlocking pieces of plastic that are conventionally used as toys. We describe their use to build engineered environments for cm-scale biological systems, in particular plant roots. Specifically, we take advantage of the unique modularity of these building blocks to create inexpensive, transparent, reconfigurable, and highly scalable environments for plant growth in which structural obstacles and chemical gradients can be precisely engineered to mimic soil.

  15. LEGO® bricks as building blocks for centimeter-scale biological environments: the case of plants.

    Directory of Open Access Journals (Sweden)

    Kara R Lind

    Full Text Available LEGO bricks are commercially available interlocking pieces of plastic that are conventionally used as toys. We describe their use to build engineered environments for cm-scale biological systems, in particular plant roots. Specifically, we take advantage of the unique modularity of these building blocks to create inexpensive, transparent, reconfigurable, and highly scalable environments for plant growth in which structural obstacles and chemical gradients can be precisely engineered to mimic soil.

  16. Determination of shear parameters of concrete filled head-straight masonry brick walls

    Directory of Open Access Journals (Sweden)

    Reza Amiraslanzadeh

    2015-03-01

    Full Text Available The aim of present study was determination of shear parameters of reinforced and unreinforced masonry brick walls assembled with Head-straight texture order. Experimental tests carried out on triplets in order to define shear parameters of brick mortar interface, and diagonal compression test in order to define shear strength of masonry panels. According to various interpretations on evaluation of shear strength using diagonal compression test, comparison between mentioned values and those obtained by laboratory tests on shear triplets are presented. The results showed that, although the generated internal columns have not been tied together on top and bottom sides, they contributed to a significant improvement on shear resistance of the masonry panels. Referring to the interpretations on test outcomes, it was perceived that the formula which was obtained by adopting the Turnašek- Cacovic criterion is the most suitable and reliable one. It was concluded that filling the voids of Head-straight texture masonry walls using steel fiber concrete, significantly increase these walls shear parameters.

  17. Entropy of Warped Taub-NUT AdS Black String via the Brick Wall Method

    CERN Document Server

    Lee, Chong Oh

    2014-01-01

    When we consider five-dimensional warped Taub-NUT AdS black string with minimally coupled massive scalar field, we calculate an entropy by using the brick wall method. In extremely light effective mass, we find the entropy is proportional to an extra dimension wave number as well as quadratically divergent in a cutoff parameter. After taking zero NUT charge, we find the entropy of warped (AdS) Schwartzshield black hole string has a similar properties in as warped Taub-NUT AdS black string.

  18. Reissner-Nordström black-hole entropy without brick walls

    Science.gov (United States)

    Ren, Zhao; Shuangqi, Hu

    2004-02-01

    The properties of the thermal radiation are discussed by using the new equation of state density motivated by the generalized uncertainty relation in the quantum gravity. There is no burst at the last stage of the emission of the Reissner-Nordström black hole. When the new equation of state density is utilized to investigate the entropy of a bosonic field and a fermionic field outside the horizon of a static Reissner-Nordström black hole, the divergence appearing in the brick wall model is removed, without any cut-off. The entropy proportional to the horizon area is derived from the contribution of the vicinity of the horizon.

  19. Production of building elements based on alkali-activated red clay brick waste

    Directory of Open Access Journals (Sweden)

    Rafael Andres Robayo-Salazar

    2016-09-01

    Full Text Available This paper analyzes the feasibility of reusing a red clay brick waste (RCBW in order to produce building elements such as blocks, pavers and tiles, by using the technique of alkaline activation. The production of these building elements was based on the design of a hybrid mortar with 48.61 MPa of compressive strength, at 28 curing days at room temperature (25 °C. The hybrid mortar was synthesized by adding 10% by weight of Portland cement (OPC to the RCBW, Red Clay Brick Waste. As alkaline activators were used commercial industrial grade sodium hydroxide (NaOH and sodium silicate (Na2SiO3. Building elements were physically and mechanically characterized, according to Colombian Technical Standards (NTC. This technology process is presented as an alternative for the reuse of RCBW and its contribution to the environmental sustainability.

  20. A Study of the Effect of Infilled Brick Walls on Behavior of Eccentrically Braced Frames Using Explicit Finite Elements Method

    Directory of Open Access Journals (Sweden)

    Amir S. Daryan

    2009-01-01

    Full Text Available Problem statement: Eccentrically Braced Frames (EBFs are usually infilled by masonry walls, but in common design, the stiffness and lateral resistance of these walls is ignored. Considering the results of carried out tests and studies, it seems that infilled masonry walls have a significant influence on the stiffness and the strength of EBFs. Since experimental test of total frame with infilled brick wall is a very expensive and time consuming process, proper numerical models which can precisely simulate the behavior of EBFs considering the effects of infilled brick wall are necessary. Approach: In this study, a proper model is made using explicit finite elements method to study the behavior of EBFs with infilled masonry wall. Because of complicated mechanical and geometrical properties of masonry walls and also because of the interaction between steel frame and masonry wall, this model is not easy to obtain. To ensure the ability of the model to precisely simulate the behavior of an EBF with infilled brick wall, initial models were made and the problems were solved comparing the results of experimental test and the results of these initial models. Firstly, material models and some basic principles of explicit finite element algorithm are used and three initial models were made: a model of a brick wall without eccentrically braced steel frame, a model of an EBF without infilled brick wall and finally a model of an EBF with infilled brick wall. Results: Using these three initial models, constitutive model for masonry and steel material and also the proper elements for modeling the behavior of mortar is obtained. Studies showed that good prediction of the behavior of a system consisting of EBF and masonry wall is possible, by minimizing the kinematical energy and using a special time scaling of explicit finite element model. Conclusion: After verifying the finite element models, the influence of masonry infilled wall on the behavior of

  1. Direct-bonded Magnesite-Chrome Bricks for Kilns and Furnaces of Building Materials Industry JC 497-92 ( 96 )

    Institute of Scientific and Technical Information of China (English)

    Yu Lingyan; Chai Junlan

    2008-01-01

    @@ 1 Contents and Applied Scope This standard specifies the classification, shapes and dimensions, technical requirements, test methods, inspection rules, marking, packing, transportation, storage and quality certificate of direct-bonded magne-site -chrome bricks for building materials industry.

  2. Prefabricated EPS Elements used as Strip Foundation of a Single-family House with a Double Brick Wall

    DEFF Research Database (Denmark)

    Rasmussen, Torben Valdbjørn

    2008-01-01

    A new prefabricated lightweight element was designed for a strip foundation that was demonstrated on site as the base of a single-family house with a double brick wall. The element was placed on a stable surface underneath the top soil layer, just 0.25 m underneath the finished ground surface...

  3. A Comprehensive Study on Gamma-Ray Exposure Build-Up Factors and Fast Neutron Removal Cross Sections of Fly-Ash Bricks

    Directory of Open Access Journals (Sweden)

    Vishwanath P. Singh

    2013-01-01

    Full Text Available Geometric progression (GP method was utilized to investigate gamma-ray exposure build-up factors of fly-ash bricks for energies from 0.015 to 15 MeV up to 40 mfp penetration depth. The EBFs of the fly-ash bricks are dependent upon the photon energy, penetration depths, and the chemical compositions of the elements. Appreciable variations in exposure build-up factor (EBF are noted for the fly-ash bricks. The EBFs were found to be small in low and high photon energy regions whereas very large in medium energy region. EBF of the bricks is inversely proportional to equivalent atomic number below 10 mfp for entire energy region of interest 0.015 to 15 MeV. The EBFs of fly-ash, brick of mud, and common brick were similar at 1.5 MeV photon energy. The EBF of the fly-ash bricks was found to be higher than that of the brick of mud, and common brick. The fast neutron removal cross sections of the fly-ash bricks, brick of mud, and common bricks were also calculated which were found to be in the same order. It is expected that this study should be very directly useful for shielding effectiveness of fly-ash brick materials and dose estimation.

  4. Twin lintel belt in steel for seismic strengthening of brick masonry buildings

    Institute of Scientific and Technical Information of China (English)

    C.V.R.Murty; Jayanta Dutta; S.K.Agrawal

    2004-01-01

    A single-room, single-storey full-scale brick masonry building with precast RC roofing system was tested thrice under displacement controlled lateral cyclic loading, to assess the effectiveness of the basic repair and seismic strengthening techniques. Initially, the virgin building specimen was loaded laterally to failure. In the second stage, the damaged building was repaired by stitching across the cracks, and tested under the same lateral loading. In the third stage, the twice-damaged structure was repaired once more by stitching and strengthened by twin lintel belt in steel and vertical comer reinforcement,and re-tested. The building strengthened by twin lintel belt in steel showed about 28% higher strength under lateral loading than the virgin building.

  5. A fly ash and shale fired brick production line

    Institute of Scientific and Technical Information of China (English)

    ZhuYali

    2005-01-01

    The article describes the fly ash and shale fired brick production line with annual output of 1250 million bricks, designed by Xi'an Research and Design Institute of Wall and Roof Material, commissioned by QinDian Building Material Subcompany, and set an example for using fly ash and shale in China.

  6. Utilisation of IGCC slag and clay steriles in soft mud bricks (by pressing) for use in building bricks manufacturing.

    Science.gov (United States)

    Acosta, A; Iglesias, I; Aineto, M; Romero, M; Rincón, J Ma

    2002-01-01

    The subject of this study is the application to the construction of soft mud bricks (also known as pressed bricks), both green and heat-treated bodies, built from raw materials from Santa Cruz de Mudela, Ciudad Real, and IGCC slag from the power central of Puertollano (Ciudad Real, Spain). For this purpose, industrial level tests have been performed: the production of these kind of bricks from mixes of waste from ores of construction clays and to significant fraction of different ratios and clay granulometries mixed with IGCC slag. The results of this experimentation suggests that not only can IGCC slag be applied to a ceramic process, but also its use gives several advantages, as water and energy savings, as well as improvements on the final properties of products.

  7. Large-scale, thick, self-assembled, nacre-mimetic brick-walls as fire barrier coatings on textiles

    Science.gov (United States)

    Das, Paramita; Thomas, Helga; Moeller, Martin; Walther, Andreas

    2017-01-01

    Highly loaded polymer/clay nanocomposites with layered structures are emerging as robust fire retardant surface coatings. However, time-intensive sequential deposition processes, e.g. layer-by-layer strategies, hinders obtaining large coating thicknesses and complicates an implementation into existing technologies. Here, we demonstrate a single-step, water-borne approach to prepare thick, self-assembling, hybrid fire barrier coatings of sodium carboxymethyl cellulose (CMC)/montmorillonite (MTM) with well-defined, bioinspired brick-wall nanostructure, and showcase their application on textile. The coating thickness on the textile is tailored using different concentrations of CMC/MTM (1–5 wt%) in the coating bath. While lower concentrations impart conformal coatings of fibers, thicker continuous coatings are obtained on the textile surface from highest concentration. Comprehensive fire barrier and fire retardancy tests elucidate the increasing fire barrier and retardancy properties with increasing coating thickness. The materials are free of halogen and heavy metal atoms, and are sourced from sustainable and partly even renewable building blocks. We further introduce an amphiphobic surface modification on the coating to impart oil and water repellency, as well as self-cleaning features. Hence, our study presents a generic, environmentally friendly, scalable, and one-pot coating approach that can be introduced into existing technologies to prepare bioinspired, thick, fire barrier nanocomposite coatings on diverse surfaces.

  8. A new zirconium inorganic building brick forming metal organic frameworks with exceptional stability.

    Science.gov (United States)

    Cavka, Jasmina Hafizovic; Jakobsen, Søren; Olsbye, Unni; Guillou, Nathalie; Lamberti, Carlo; Bordiga, Silvia; Lillerud, Karl Petter

    2008-10-22

    Porous crystals are strategic materials with industrial applications within petrochemistry, catalysis, gas storage, and selective separation. Their unique properties are based on the molecular-scale porous character. However, a principal limitation of zeolites and similar oxide-based materials is the relatively small size of the pores, typically in the range of medium-sized molecules, limiting their use in pharmaceutical and fine chemical applications. Metal organic frameworks (MOFs) provided a breakthrough in this respect. New MOFs appear at a high and an increasing pace, but the appearances of new, stable inorganic building bricks are rare. Here we present a new zirconium-based inorganic building brick that allows the synthesis of very high surface area MOFs with unprecedented stability. The high stability is based on the combination of strong Zr-O bonds and the ability of the inner Zr6-cluster to rearrange reversibly upon removal or addition of mu3-OH groups, without any changes in the connecting carboxylates. The weak thermal, chemical, and mechanical stability of most MOFs is probably the most important property that limits their use in large scale industrial applications. The Zr-MOFs presented in this work have the toughness needed for industrial applications; decomposition temperature above 500 degrees C and resistance to most chemicals, and they remain crystalline even after exposure to 10 tons/cm2 of external pressure.

  9. Bricks / Systems

    DEFF Research Database (Denmark)

    from an undulating masonry wall at the University of Virginia erected by then-U.S. President Thomas Jefferson to agile robotic manufacturing processes and computational solver strategies based on graph networks. Conversely, the focus of this anthology is expressed directly in the title: bricks...

  10. Utilization of bagasse from the beer industry in clay brick production for building

    Directory of Open Access Journals (Sweden)

    Martínez, M. L.

    2012-06-01

    Full Text Available This study analyzes bricks manufactured from bagasse, a by-product of the brewing industry. Raw materials (clay and bagasse were characterized to determine their chemical composition, mineralogical composition and thermal behaviour. Mixtures were prepared with amounts of 0, 2.5, 5, 7.5 and 10 wt% of bagasse incorporated into the clay body. Rectangular test pieces were obtained by application of 54.5 MPa pressure, they were dried at 110 °C and fired at 950 ºC in a laboratory furnace for 1 hour. Ceramic properties related to weight loss on ignition, linear shrinkage, bulk and absolute density, water absorption, water suction and compressive strength were analyzed in order to evaluate the suitability of using this wastes in ceramic matrix to the production of building bricks. The results indicate that the incorporation of the bagasse decreases the absolute and bulk density, increases the water absorption and reduces the compressive strength of the brick.

    Este estudio analiza ladrillos fabricados a partir de bagazo, un subproducto del sector cervecero. Las materias primas (arcilla y bagazo fueron caracterizadas para determinar la composición química, la composición mineralógica y el comportamiento térmico. Las mezclas fueron preparadas adicionando cantidades del 0; 2,5; 5; 7,5 y 10 % en peso de bagazo a la arcilla. Se obtuvieron piezas rectangulares por aplicación de una presión de 54,5 MPa, secadas a 110 ºC y sinterizadas a 950 ºC en un horno mufla durante 1 hora. Las propiedades cerámicas relativas a la pérdida de peso por calcinación, contracción lineal, densidad aparente, densidad absoluta, absorción de agua, succión del agua y resistencia a la compresión, fueron analizadas para evaluar la conveniencia de utilizar estos residuos en matrices cerámicas para la producción de ladrillos para construcción. Los resultados indican que, la incorporación de bagazo disminuye las densidades aparente y absoluta, incrementa la

  11. Modern Solutions to Eliminate Capillarity Moisture from Brick Walls – Comer Method

    Directory of Open Access Journals (Sweden)

    Florin L. Tamaş

    2008-01-01

    Full Text Available The existing stock at this time in our country is, in general, described by the old buildings built before 1990. Their degradation, from waterproofing protection point of view, noticeable by infiltrations of water, both at the level of the superstructure (roof, and the default thermal-hydro isolation and infrastructure (walls, is a result of multiple causes. Some of these causes were: deficient work of hydro isolation, thereby understanding the failure in implementing details, the use of materials with poor technical characteristics or savings regarding use of materials, improperly qualified or unqualified personnel for such activities. Intervention on buildings that have such problems, in order to ensure the requirements and criteria for specific performance of the waterproofing work, should pursue aspects of analysing the current situation, diagnose the causes of infiltrations, determining solutions and how to remedy those works, in order to comply with the specifications of the quality Law 10/1995 and the general requirement of waterproofing isolation.

  12. Accelerated ageing in testing bricks used in the conservation of historic buildings

    Science.gov (United States)

    Pavlendová, Gabriela; Podoba, Rudolf; Baník, Ivan

    2014-11-01

    The effect of accelerated climate ageing on historical bricks in the laboratory is investigated in the paper. Differences in thermal properties are experimentally determined and studied before and after bricks exposure to climate ageing, which consists of 60 freeze-thaw cycles. For measuring thermal conductivity, diffusivity and specific heat, pulse method is used.

  13. Hybrid Reinforced Concrete Frame Building with Pumice Brick Masonry Infill under Static Lateral Loading

    Directory of Open Access Journals (Sweden)

    Akmaluddin

    2012-08-01

    Full Text Available The purpose of this study is to investigate the behaviour of hybrid reinforced concrete frame with pumice brick masonry infill under static lateral loading. The term hybrid herein is referred to the frame composed of precast block masonry unit and cast in-place reinforced concrete beams. Parameters considered in this study were frame opening representing doors and windows commonly used in the wall system. Six types of frame namely FS, FB, FDE, FDC, FWE and FWC designation for solid frame, bare frame, frame with door opening at edge, frame with door opening at centre, frame with window opening at edge and frame with window opening at centre respectively were considered. Test results indicated that the FS has a maximum lateral strength greater than that of FB. The lateral strength of FS was about 3.68 of FB. The frames with various openings have lateral strength nearly 2.3 of lateral strength of the bare frame, FB. Ductility factor of the frames varied from 2.4 to 4.92. The residual strength of the frame with openings were varies between 2.33 and 3.35 of the bare frame. The stiffness of the infilled frames with opening were varied from 3.56 to 3.67 of the bare frame. The presence of openings in the infilled frame did not affect the frame stiffness considerably.

  14. A Comprehensive Study on Gamma-Ray Exposure Build-Up Factors and Fast Neutron Removal Cross Sections of Fly-Ash Bricks

    OpenAIRE

    2013-01-01

    Geometric progression (GP) method was utilized to investigate gamma-ray exposure build-up factors of fly-ash bricks for energies from 0.015 to 15 MeV up to 40 mfp penetration depth. The EBFs of the fly-ash bricks are dependent upon the photon energy, penetration depths, and the chemical compositions of the elements. Appreciable variations in exposure build-up factor (EBF) are noted for the fly-ash bricks. The EBFs were found to be small in low and high photon energy regions whereas very large...

  15. Archaeometric study of bricks from the ancient defence walls around the town of Pavia in northern Italy

    Directory of Open Access Journals (Sweden)

    Veniale, F.

    2006-09-01

    Full Text Available A study was conducted on bricks sampled from the defense walls around the historic town of Pavia (northern Italy erected during Roman (uncertain and “Spanish”(sixteenth-seventeenth centuries times. An analysis of colour, macro- and micro-chemical composition,mineralogical clusters and structural-textural features showed that similar raw materials were used in the manufacture of these bricks, although certain variations were identified: particle size is finer in Roman bricks, while the “Spanish” version contains ground carbonate and “chamotte” additives. The “Spanish” bricks,fired at lower temperatures, are more porous. The wide range of firing temperatures used to make “Spanish” bricks was very likely related to the intended use. The sporadic presence of maghemite is discussed in the context of the atmosphere prevailing in the kilns. The “Spanish” bricks are lighter in colour as a result of their carbonate content and lower firing temperature. These characteristics, which affect the weather resistance of the different types of brick, should be taken into account in restoration work.Se investigan ladrillos recogidos en las murallas defensivas de la histórica ciudad de Pavía (norte de Italia, que fueron construidas en tiempos romanos (no establecidosy “españoles” (siglos XVI y XVII.En base al color, composición química tanto total como puntual, asociaciones mineralógicas y características texturales,se concluye que se utilizó una materia prima similar en ambas épocas, con algunas particularidades: granulometría más fina en los romanos, adición de carbonato molido y chamota en los “españoles”. Por su parte, la porosidad es mayor en los ladrillos “españoles”. El amplio rango de temperaturas de cocción observado para estos últimos debe estar relacionado con los distintos usos para los cuales fueron destinados. La presencia esporádica de

  16. Solar conduction heat transfer in fired clay bricks

    Energy Technology Data Exchange (ETDEWEB)

    Custodio-Garcia, E.; Andres Zarate, Esteban; Cordova, Quintiliano A. [Universidad Juarez Autonoma de Tabasco, DACB, Cunduacan, Tabasco 86680 (Mexico); Sebastian, P.J.; Campos-Alvarez, J. [CIE-UNAM, 62580 Temixco, Mor 62580 (Mexico); Trevino-Palacios, Carlos G. [Instituto Nacional de Astrofisica, Optica y Electronica. A.P. 51 Y 216. Puebla 72000 (Mexico); De la O-Leon, Hugo [Universidad Juarez Autonoma de Tabasco, DAIS, Cunduacan Tab (Mexico)

    2005-07-15

    When somebody is interested in building a house in the year-round-hot and humid regions, faces with the decision of using modern construction block material or the traditional red fired clay brick material. We performed mechanical and thermal controlled measurements on walls made using both materials. We found that the ancient tradition of using fired clay bricks, for the weather conditions in central Tabasco, represents an excellent alternative in cost and energy savings for construction.

  17. ECOLOGICAL SOLUTIONS FOR LOW ENERGY BUILDING WALLS

    Directory of Open Access Journals (Sweden)

    Camelia COŞEREANU

    2012-03-01

    Full Text Available The paper presents constructive solutions for thermal insulation of the building walls, using recycled and biodegradable materials. The thermal insulatingcomposite materials are made of textile fibers obtained from waste of the textile industrial sector, wood fibers and wood chips from the wood industrial sector and mineral materials as binders: gypsum, cement, ceramic dust or industrial clay. For each type of compositematerial, the thermal conductivity coefficient has been determined and compared. The final results of thermal insulation of the walls were obtained after using the software of analyzing the thermal insulation property of various proposed composites. The main advantage of the proposed materials is their ecological characteristic compared with classical structures used today in buildings thermal insulation.

  18. Indicating Vertical Deviation of Historical Buildings Using Geodetic Methods - Case Study of Brick and Wood Tower in Nowe Miasteczko

    Science.gov (United States)

    Mrówczyńska, Maria; Gibowski, Sławomir

    2016-09-01

    The article presents the possibilities of applying geodetic methods to determine the vertical deviation of historical buildings. In particular, the results of measurements obtained for a brick and wood Town Hall Tower located in the town of Nowe Miasteczko have been presented. Geodetic measurements of vertical deviation taken before and after carrying out repairs which were aimed at stopping or eliminating the destructive processes of degradation taking place, especially in the wooden part of the tower. During the renovation works, attention was also given to improving the technical condition of the building, which was reflected by the results of the measurements and calculations.

  19. Control methods for strength of ceramic bricks in the inspection of buildings

    Directory of Open Access Journals (Sweden)

    Ulybin A.V.

    2012-05-01

    Full Text Available The paper brings up the problem of finding the most accurate, reliable and, at the same time, less time-consuming and relatively inexpensive method of determining strength of ceramic bricks. This task is particularly important in the context of the lack of standards governing the use of nondestructive testing methods for ceramic bricks, and the difficulties associated with sampling of ceramic brick masonry for standard tests.In the paper the possibility of determining the compressive strength of corpulent ceramic bricks by testing cylindrical samples taken from the body of masonry, is explored. The relation between standard samples tests results according to GOST standards № 8265-84 and testing of cylindrical samples is given.The experimental results for influence of the direction of kern selection (horizontally and vertically in reference to flat of brick on the strength is presented. The possibility of application of nondestructive testing methods for measuring strength of ceramic bricks is considered. Also the paper includes the examples of field and laboratory experiments.

  20. Technology Solutions Case Study: Retrofit Measures for Embedded Wood Members in Insulated Mass Masonry Walls

    Energy Technology Data Exchange (ETDEWEB)

    K. Ueno

    2015-10-01

    In this project, the Building Science Corporation team studied a historic brick building in Lawrence, Massachusetts, which is being renovated into 10 condominium units and adding insulation to the interior side of walls of such masonry buildings.

  1. Analysis and research on heat preservation system preventing fromcondensation inside the wall of sintered gangue cork brick%烧结煤矸石多孔砖墙内保温系统防结露分析与研究

    Institute of Scientific and Technical Information of China (English)

    宋岩丽

    2012-01-01

    This thesis researches the heat preservation system inside the outer-wall built of sintered gangue cork brick and glassy tiny bead wanning mortar. It tests its outer wall heat transfer coefficient and mainly analyzes the thermal bridge area from condensation. At last, the writer thinks that the heat preservation system inside the outer-wall built of sintered gangue cork brick can be used in the multiple-storey buildings below six and can fully meet the needs of 65% energy-saving in cold areas.%以烧结煤矸石多孔砖与玻化微珠保温砂浆构成的外墙内保温系统为研究对象,对其外墙传热系数进行测试,并重点对热桥部位防结露进行计算分析.分析认为,烧结煤矸石多孔砖外墙内保温体系用于6层以下的多层建筑,在寒冷地区完全可以满足节能65%目标要求.

  2. Analysis of flat slab building with and without shear wall

    Directory of Open Access Journals (Sweden)

    Dhanaji R. Chavan

    2016-10-01

    Full Text Available The analytical research carried out to study the behaviour flat slab building with and without shear wall reported in the present work. For analysis 15 storied flat slab building is analyzed for seismic behaviour. Response spectrum method is used for analysis considering different shear wall positions using ETABS software. Five different positions of shear wall were studied for analysis. From this analysis shear wall at core having square shape is most suitable case for construction of shear wall.

  3. Appeal to the politicians: 'Don't line brick buildings with cotton wool'. Appell an Politiker: 'Ziegelhaeuser nicht in Watte packen'

    Energy Technology Data Exchange (ETDEWEB)

    Anon.

    1992-03-01

    The German Association of the Brick Industry is putting up a fight against 'exaggerated demands for a reduction of the K-value of thermal insulation for buildings'. In doing so it is cutting in on the debate about the amendment to the Ordinance on Thermal Insulation. The association will not accept 'plans to out construction methods such as single-shell walling from the market, methods that have proved their worth over the centuries and are ecologically safe'. (orig.).

  4. Investigation of thermal effect on exterior wall surface of building material at urban city area

    OpenAIRE

    Mohd Fadhil Md Din, Hazlini Dzinun, M. Ponraj, Shreeshivadasan Chelliapan, Zainura Zainun Noor, Dilshah Remaz, Kenzo Iwao

    2012-01-01

    This paper describes the investigation of heat impact on the vertical surfaces of buildings based on their thermal behavior. The study was performed based on four building materials that is commonly used in Malaysia; brick, concrete, granite and white concrete tiles. The thermal performances on the building materials were investigated using a surface temperature sensor, data logging system and infrared thermography. Results showed that the brick had the capability to absorb and store heat gre...

  5. Analysis of flat slab building with and without shear wall

    OpenAIRE

    Dhanaji R. Chavan; Mohite D. D.; Dr. C. P. Pise; Pawar Y. P; Kadam S.S.; Deshmukh C. M.

    2016-01-01

    The analytical research carried out to study the behaviour flat slab building with and without shear wall reported in the present work. For analysis 15 storied flat slab building is analyzed for seismic behaviour. Response spectrum method is used for analysis considering different shear wall positions using ETABS software. Five different positions of shear wall were studied for analysis. From this analysis shear wall at core having square shape is most suitable case for construction of shear ...

  6. Residential mercury contamination in adobe brick homes in Huancavelica, Peru.

    Directory of Open Access Journals (Sweden)

    Nicole Hagan

    Full Text Available This is the first study of adobe brick contamination anywhere in the world. Huancavelica, Peru is the site of historic cinnabar refining and one of the most mercury (Hg contaminated urban areas in the world. Over 80% of homes in Huancavelica are constructed with adobe bricks made from Hg contaminated soil. In this study we measured total Hg concentrations in adobe brick, dirt floor, surface dust, and air samples from the interior of 60 adobe brick houses located in four neighborhoods. Concentrations of total Hg in adobe bricks, dirt floors, and surface dust ranged from 8.00 to 1070 µg/g, 3.06 to 926 µg/g, and 0.02 to 9.69 µg/wipe, respectively, with statistically significant differences between the four neighborhoods. Concentrations of Hg in adobe brick and dirt floor samples in Huancavelica were orders of magnitude higher than in Ayacucho, a non-mining town in Peru. A strong correlation exists between total Hg concentrations in adobe bricks and dirt floors which confirms that adobe bricks were being made on-site and not purchased from an off-site source. A strong correlation between surface dust and adobe bricks and dirt floors indicates that walls and floors serve as indoor sources of Hg contamination. Elemental Hg vapor concentrations were below detection (<0.5 µg/m(3 in most homes; however in homes with detectable levels, concentrations up to 5.1 µg/m(3 were observed. No statistically significant differences in Hg vapor measurements were observed between neighborhoods. This study demonstrates that building materials used widely in developing communities, such as adobe bricks, may be a substantial source of residential Hg exposure in silver or gold refining communities where Hg is produced or used for amalgamation in artisanal gold production.

  7. Residential Mercury Contamination in Adobe Brick Homes in Huancavelica, Peru

    Science.gov (United States)

    Hagan, Nicole; Robins, Nicholas; Hsu-Kim, Heileen; Halabi, Susan; Espinoza Gonzales, Ruben Dario; Richter, Daniel deB.; Vandenberg, John

    2013-01-01

    This is the first study of adobe brick contamination anywhere in the world. Huancavelica, Peru is the site of historic cinnabar refining and one of the most mercury (Hg) contaminated urban areas in the world. Over 80% of homes in Huancavelica are constructed with adobe bricks made from Hg contaminated soil. In this study we measured total Hg concentrations in adobe brick, dirt floor, surface dust, and air samples from the interior of 60 adobe brick houses located in four neighborhoods. Concentrations of total Hg in adobe bricks, dirt floors, and surface dust ranged from 8.00 to 1070 µg/g, 3.06 to 926 µg/g, and 0.02 to 9.69 µg/wipe, respectively, with statistically significant differences between the four neighborhoods. Concentrations of Hg in adobe brick and dirt floor samples in Huancavelica were orders of magnitude higher than in Ayacucho, a non-mining town in Peru. A strong correlation exists between total Hg concentrations in adobe bricks and dirt floors which confirms that adobe bricks were being made on-site and not purchased from an off-site source. A strong correlation between surface dust and adobe bricks and dirt floors indicates that walls and floors serve as indoor sources of Hg contamination. Elemental Hg vapor concentrations were below detection (<0.5 µg/m3) in most homes; however in homes with detectable levels, concentrations up to 5.1 µg/m3 were observed. No statistically significant differences in Hg vapor measurements were observed between neighborhoods. This study demonstrates that building materials used widely in developing communities, such as adobe bricks, may be a substantial source of residential Hg exposure in silver or gold refining communities where Hg is produced or used for amalgamation in artisanal gold production. PMID:24040399

  8. "Method, system and storage medium for generating virtual brick models"

    DEFF Research Database (Denmark)

    2009-01-01

    An exemplary embodiment is a method for generating a virtual brick model. The virtual brick models are generated by users and uploaded to a centralized host system. Users can build virtual models themselves or download and edit another user's virtual brick models while retaining the identity...... of the original virtual brick model. Routines are provided for both storing user created building steps in and generating automated building instructions for virtual brick models, generating a bill of materials for a virtual brick model and ordering physical bricks corresponding to a virtual brick model....

  9. Influence of Brick Walls on the Temperature Distribution in Steel Columns in Fire

    Directory of Open Access Journals (Sweden)

    António J. P. Moura Correia

    2009-01-01

    Full Text Available This paper reports on a study of steel columns embedded in walls in fire. Several fire resistance tests were carried out at the Laboratory of Testing Materials and Structures of the University of Coimbra, in Portugal. The temperatures registered in several points of the experimental models are compared with those obtained in numerical simulations carried out with the SUPERTEMPCALC finite element program. 

  10. Visual documentation process of historic building refurbishment "Improving energy efficiency by insulating wall cavity"

    Science.gov (United States)

    Bennadji, A.

    2013-07-01

    The North East of Scotland's construction method is similar to most popular building typologies in the UK. This typology can vary in term of external material (Granite, brick or stone) but with a secondary, usually timber sub frame with a lining on its interior. Insulation was seldom a consideration when such buildings were completed. Statistics shows that 80% of existing buildings in the UK will need to be upgraded. The lack of knowledge in dealing with old building fabric's manipulation has a negative impact on buildings' integrity. The documentation of such process seems to be an important step that buildings' actors should undertake to communicate a practical knowledge that is still at incubation stage. We wanted for this documentation to be visual, as descriptions might mislead none specialised and specialised in the field due to the innovative approach our method was conducted with. For the Scottish context this research/experiment will concentrate on existing granite wall buildings with plastered lath internal wall. It is unfortunate to see the commonly beautiful interiors of Scottish buildings disappearing, when the internal linings are removed. Skips are filled with old Plaster and Lath and new linings have to be supplied and fitted. Excessive waste is created in this change. This paper is based on a historic building energy improvement case study financed by the European commission and the Scottish Government. The pilot study consists of insulating an 18th century house using an innovative product and method. The project was a response to a call by the CIC start (Construction Innovation Club), aiming to establish a link between SMEs and the Universities. The project saw the day in collaboration with Icynene Canada, KDL Kishorn (see full list in the acknowledgment). This paper describes the process through which the team went through to improve the building envelope without damaging the buildings original features (Loveday et all). The energy efficiency

  11. Evaluation of Coating Removal and Aggressive Surface Removal Surface Technologies Applied to Concrete Walls, Brick Walls, and Concrete Ceilings

    Energy Technology Data Exchange (ETDEWEB)

    Lagos, L.E.; Ebadian, M.A.

    1997-11-01

    The purpose of this investigation was to test and evaluate innovative and commercially available technologies for the surface decontamination of walls and ceilings. This investigation supports the DOE's objectives of reducing risks to human health and the environment through its restoration projects at FEMP and MEMP. This project was performed at the Hemispheric Center for Environmental Technology (HCET) at Florida International University (FIU), where one innovative and four commercially available decontamination technologies were evaluated under standard, non-nuclear testing conditions. The performance data generated by this project will assist DOE site managers in the selection of the safest, most efficient, and most cost-effective decontamination technologies to accomplish their remediation objectives.

  12. Thermal Performance of Hollow Clay Brick with Low Emissivity Treatment in Surface Enclosures

    OpenAIRE

    Roberto Fioretti; Paolo Principi

    2014-01-01

    External walls made with hollow clay brick or block are widely used for their thermal, acoustic and structural properties. However, the performance of the bricks frequently does not conform with the minimum legal requirements or the values required for high efficiency buildings, and for this reason, they need to be integrated with layers of thermal insulation. In this paper, the thermal behavior of hollow clay block with low emissivity treatment on the internal cavity surfaces has been invest...

  13. Effect of Peat on Physicomechanical Properties of Cemented Brick

    Directory of Open Access Journals (Sweden)

    Syed Mofachirul Islam

    2014-01-01

    Full Text Available The popularity of low cost, lightweight, and environmentally affable masonry unit in building industry carries the need to investigate more flexible and adaptable brick component as well as to retain the requirements confirmed in building standards. In this study, potential use of local materials used as lightweight building materials in solving the economic problems of housing has been investigated. Experimental studies on peat added bricks have been carried out. It demonstrates the physicomechanical properties of bricks and investigates the influence of peat, sand, and cement solid bricks to the role of various types of constructional applications. The achieved compressive strength, spitting strength, flexural strength, unit weight, and ultrasonic pulse velocity are significantly reduced and the water absorption is increased with percentage wise replacement of peat as aggregate in the samples. The maximum 20% of (% mass peat content meets the requirements of relevant well-known international standards. The experimental values illustrate that, the 44% volumetric replacement with peat did not exhibit any sudden brittle fracture even beyond the ultimate loads and a comparatively smooth surface is found. The application of peat as efficient brick substance shows a potential to be used for wall and a viable solution in the economic buildings design.

  14. Earthqueake - Integral Masonry System tested in Lima: Buildings performances of Adobe & Hollow Brick

    OpenAIRE

    2010-01-01

    This paper presents an adaptation of the Integral Masonry System (IMS) developed in Europe under the trade name of the “AllWall System”, for adobe without mortar or hollow clay masonry walls with mortar, in order to allow the construction of housing in developing seismic areas. The prefabricated galvanized electrowelded wire truss-reinforcement is employed in the IMS. This truss-reinforcement may intersect in the three spatial directions and allows the construction of reinforced walls an...

  15. Designing and building walls with Rammed Earth

    NARCIS (Netherlands)

    Galiouna, E.A.; Hammer, L.; Piscitelli, G.

    2014-01-01

    This "designers' manual" is made during the TIDO-course AR0533 Innovation & Sustainability. Today, a lot of people in the world live in earth dwellings. There are many different techniques for constructing solid walls of raw earth (adobe, bale, cob, mud wall, light clay, wattle and daub, earth bags

  16. Nozzle Bricks and Well Bricks

    Institute of Scientific and Technical Information of China (English)

    Zhang Xiaohui; Peng Xigao

    2011-01-01

    1 Scope This standard specifies the classification,brand,technical requirements,test methods,inspection rules,marking,packing,transportation,storage,and quality certificate of nozzle bricks and well bricks.This standard is applicable to unfired and fired products.

  17. Clicks, Bricks and Spondulicks

    Science.gov (United States)

    Fisher, Kenn

    2003-01-01

    "Clicks, Bricks and Spondulicks" is the title of a seminar organised by PEB to examine the relationship between the built learning environment and information and communications technology (ICT), as well as cost implications. The meeting sought to determine whether educational buildings and ICT should continue to be seen as separate…

  18. Damage to urban buildings in zones of intensities VIII and VII during the Wenchuan earthquake and discussion on some typical damages

    Institute of Scientific and Technical Information of China (English)

    Jingjiang Sun; Yuhong Tang; Chao Zheng; Hongbin Shi; Lin Lin; Zhongxian Sun

    2009-01-01

    The outline and typical characteristics of damages to building in Jiangyou city and Anxian county (intensity VIII), Mianyang city and Deyang city (intensity VII) are introduced in the paper. The damage ratios, based on the sample statistics of multi-story brick buildings together with multi-story brick buildings with RC frame at first story (BBF), are presented. Then some typical damages, such as horizontal cricks of brick masonry buildings, X-shaped cricks on the walls under windows, the damages to columns, beams and infill walls of frame buildings and the damage to half circle-shaped masonry walls, are discussed.

  19. Study on compressive strength of ancient brick wall of the mosque in Qiqihar city%基于齐齐哈尔市清真寺古砖墙抗压强度研究

    Institute of Scientific and Technical Information of China (English)

    王蕊

    2015-01-01

    以齐齐哈尔市清真寺为对象,进行了古代砖墙的抗压强度检测.根据检测结果,得出抗压强度沿墙体高度的变化趋势;给出古代砖的抗压强度与现在普通烧结砖的抗压强度的对比.%As object, the compressive strength test of the ancient brick wall of Mosque in qiqihaer city has been done .According to the test results , it is concluded that the variation trends of compressive strength along the wall height and has given the compressive strength of ancient brick compared with the strength of the now common sintered brick.

  20. 局部配筋对页岩空心砖墙体抗震性能影响试验研究%Experimental Study on Seismic Behavior of Shale Hollow Brick Masonry Walls Influenced by Partial Reinforcement

    Institute of Scientific and Technical Information of China (English)

    陈万山; 杨德健

    2011-01-01

    作为非承重结构材料,页岩空心砖能够较好地替代黏土砖.但空心砖墙体抗震性能较差,严重影响其在工程中的应用.局部配筋是提高砌体结构抗震性能的主要方法之一.为研究局部配筋对页岩空心砖墙体抗震性能的影响,对3种砌筑形式6组墙体进行了低周反复荷载试验.研究了局部配筋对该结构承载力、滞回性能、延性和耗能能力等方面的影响.研究结果表明:局部配筋不仅可以提高墙体承载力,而且可以显著提高墙体抗震性能和变形性能.%Shale hollow bricks can take the place of common bricks to some extent. But the weak seismic behavior of hollow brick masonry walls affects the application of the hollow bricks in the engineering. Partical reinforcement in the wall can improve the seismic performance of walls. In order to investigate the effect of seismic behavior of this structure, the low cyclic reversed lateral loading tests on six pieces of shale hollow brick masonry walla which used three bricklaying patterns have been carried out. The bearing capacity, hyateretic characteristics, ductility and energy dissipation were researched. The result of investigation shows that setting steel reinforcement in the wall not only can improve the bearing capacity of the masonry walls,but also can greatly improve the seismic behavior and the deformation behavior of the wall.

  1. AAC 砌块自由加载墙施工工法%Construction Technology of the Free Loading Wall of AAC Building Block

    Institute of Scientific and Technical Information of China (English)

    陆建辉; 戴伟军; 朱晓波

    2016-01-01

    AAC (Autoclaved Aerated Concrete) building block is light in self-weigh, good fireproof, warm-proof and more easily cutting. But the strength of AAC building block is low. The AAC can’t be easily loaded, punched or holed. Its strength and warm-proof will get lower, when it meets water especially. The technology of the free loading wall of AAC building block (AAC wall) adopts the mixed wall structure, which consists of AAC building blocks, shale bricks and concrete bricks. The AAC wall can be easily loaded, punched, holed and free to fit all kinds of deformation, when you put concrete bricks or shale bricks into AAC wall through BIM design. Using the technology of mortar cover with wire mesh and boundary plugging, the AAC wall can be better in waterproof yet. Using the different thickness among building block wall, shale bricks wall and concrete beam or column, adopting the technology of heat bridge of gearing each other, the heat bridge can be overcome. This technology has solved the common quality failing of AAC wall, enlarging its integrity and use range, increasing the function of punching, holing or waterproofing systemically. It can be widely utilized in inside wall or outside wall because of producing and manufacturing in industry.%AAC 砌块自重轻、易切割、防火与保温性好,但其强度低、不能任意加载,开槽开洞局限较多,遇水湿胀且强度和保温性能变低。 AAC 砌块自由加载墙体施工工艺采用 AAC 砌块、页岩砖、素混凝土块混墙结构,通过 BIM 排块设计,在 AAC 砌块墙体中嵌入素混凝土块,在箱体集中处砌筑页岩砖墙体,以自由地适应加载、开槽开洞和墙体变形;利用表面网膜和界面封堵工艺,较好地解决了防渗防漏;利用砌块墙与页岩砖墙、混凝土梁柱间的厚度差,采用热桥咬合工艺,较好地解决了热桥。该工法系统地解决 AAC 砌块墙体的质量通病、使用局限,增强 AAC砌块墙体的

  2. Development of a Low-Cost Airborne Ultrasound Sensor for the Detection of Brick Joints behind a Wall Painting

    Science.gov (United States)

    García-Diego, Fernando-Juan; Bravo, José María; Pérez-Miralles, Juan; Estrada, Héctor; Fernández-Navajas, Angel

    2012-01-01

    Non-destructive methods are of great interest for the analysis of cultural heritage. Among the different possible techniques, this paper presents a low cost prototype based on the emission and reception of airborne ultrasound without direct contact with the test specimen. We successfully performed a method test for the detection of brick joints under a XVth century Renaissance fresco of the Metropolitan Cathedral of the city of Valencia (Spain). Both laboratory and in situ results are in agreement. Using this prototype system, an early moisture detection system has been installed in the dome that supports the fresco. The result is encouraging and opens interesting prospects for future research. PMID:22438711

  3. 松江砖刻照壁文物保护工程勘察%On observation of protection for carved brick screen walls at Songjiang

    Institute of Scientific and Technical Information of China (English)

    许利军; 陈洋; 李占鸿

    2012-01-01

    针对松江砖刻照壁风化日益严重并存在倾斜的现状进行分析,采用三维激光扫描仪对照壁进行精细化测绘并根据扫描数据进行分析、绘制立面图,由测绘及勘察结果对照壁损坏原因进行分析并提出相应的加固修缮建议。%The paper analyzes the current status for the carved brick screen walls at Songjiang, which suffer from the serious weathering and inclination, adopts the three-dimension laser scanner to undertake the refined mapping of the screen walls, analyzes these scanned data, and draws the stereogram, analyzes the damages of the screen walls according to the surveyed and observed results, and points out respective repair suggestions.

  4. The detection and identification to a brick structure residential building%某砖混结构住宅楼检测鉴定

    Institute of Scientific and Technical Information of China (English)

    郭贺君

    2015-01-01

    Taking a brick structure residential building as an example,this paper made detection and identification to the residential building foundation,upper structure component,material strength and structure bearing capacity etc. ,and put forward corresponding reinforcement sug-gestion for its detection results,in order to assure the safety,applicability and durability of building structure.%以某砖混结构住宅楼为例,对该住宅楼地基基础、上部结构构件、材料强度及结构承载力等进行了检测鉴定,并针对其检测结果提出了相应的加固建议,以保证建筑结构的安全性、适用性及耐久性。

  5. Experimental study on pressure bearing capacity of recycled aggregate concrete perforated brick walls%再生混凝土多孔砖墙体受压承载力试验研究

    Institute of Scientific and Technical Information of China (English)

    郭樟根; 徐一凡; 孙伟民; 沈丹; 陈建龙

    2011-01-01

    再生骨料替代率为75%,再生混凝土多孔砖强度等级接近MU10.考察再生混凝土多孔砖墙体的受压性能,通过对2片再生混凝土多孔砖墙体进行轴心竖向荷载作用下的试验研究.结果表明,再生混凝土多孔砖墙体在竖向荷载作用下的破环全过程和普通混凝七多孔砖墙体基本相似,受力全过程分为3个阶段:弹性阶段、裂缝发展阶段以及破坏阶段.偏于安全考虑,再生混凝土多孔砖砌体的轴心受压承载力可参照GB 50003-2010(征求意见稿)中有关砌体受压承载力计算公式进行计算.%The strength grade of recycled concrete perforated brick wall is close to MU1O when the replacement ratio of recycled aggregate is 75%. The compressive performance of the recycled concrete perforated brick wall was investigated by the experimental study on two recycled concrete perforated brick walls under the function of axial vertical loading. The results show that the compression failure process of recycled concrete perforated brick wall is similar to tbat of ordinary concrete brick walls,which was divided into three stages:elastic stage,crack development stage and the destruction phase. For the sake of safety,the calculation of axial pressure bearing capacity of recycled concrete perforated brick wall can be made with reference to the formula for pressure bearing capacity of masonry as specified in standard CB 50003-2010 "Masonry Structure Design Code"(Draft).

  6. The production process for water penetrated brick

    Institute of Scientific and Technical Information of China (English)

    SunGuofeng

    2005-01-01

    Waste penetrated brick, which is a green building material with good water penetration, high strength, lower firing temperature, lower production cost, good appearance and good structure, can holding ground water lever. This article analysis the production process and related factor for water penetrated brick:proper particle size distribution, proper shaping method, proper press and proper firing can ensure to produce good quality water penetrated brick.

  7. The first fly ash fired hollow brick production line with an annual capacity of 120 million bricks in China

    Institute of Scientific and Technical Information of China (English)

    ZhuYali

    2005-01-01

    The article describes the first fly ash fired hollow brick production line with an annual output of 120 million bricks in China, which is designed and contracted by Xi'an Research and Design Institute of Wall and Roof Material, commissioned by Xi Baipo Generate Electricity Ltd. Company. It is a good sample for utilizing industrial wastes to produce hollow brick.

  8. Moisture Research - Optimizing Wall Assemblies

    Energy Technology Data Exchange (ETDEWEB)

    Arena, Lois [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States); Mantha, Pallavi [Consortium for Advanced Residential Buildings (CARB), Norwalk, CT (United States)

    2013-05-01

    In this project, the Consortium for Advanced Residential Buildings (CARB) team evaluated several different configurations of wall assemblies to determine the accuracy of moisture modeling and make recommendations to ensure durable, efficient assemblies. WUFI and THERM were used to model the hygrothermal and heat transfer characteristics of these walls. Wall assemblies evaluated included code minimum walls using spray foam insulation and fiberglass batts, high R-value walls at least 12 in. thick (R-40 and R-60 assemblies), and brick walls with interior insulation.

  9. Experimental Study on Tsunami Risk Reduction on Coastal Building Fronted by Sea Wall

    OpenAIRE

    Rahman, Sadia; Akib, Shatirah; M.T.R. Khan; Shirazi, S.M.

    2014-01-01

    This experimental study was conducted to idealize the efficacy of sea wall in controlling the tsunami forces on onshore structures. Different types of sea walls were placed in front of the building model. The tsunami forces and the wave heights were measured with and without the sea wall conditions. Types of sea wall, wall height, and wall positions were varied simultaneously to quantify the force reductions. Maximum of 41% forces was reduced by higher sea wall, positioned closer proximity to...

  10. Cracks in Fired Perforated Brick Walls Caused by Temperature Change and Some Counter-measures%烧结多孔砖墙体温度裂缝分析和预防措施

    Institute of Scientific and Technical Information of China (English)

    陆杰

    2013-01-01

    烧结多孔砖作为烧结普通砖的替代材料,因其具有性能稳定、耐久性好、容重轻、施工方便、施工效率高及保温节能等特点,并可节约土地资源,得到广泛推选使用。采用烧结多孔砖砌筑的墙体裂缝的产生与烧结普通砖有许多相似。因砌体结构房屋钢筋混凝土屋盖和烧结多孔砖墙体的线膨胀系数和刚度不同,当温度变化时,二者就会产生相对位移和内力,从而引起墙体裂缝。裂缝的产生与温度、水平阻力系数及墙体截面尺寸有关。通过对温度裂缝产生原因进行定性、定量分析,提出从设计构造、规范施工及砌体强度等方面来控制温度裂缝。%Fired perforated brick is used as a substitute for bearing wall instead of fired common bricks.It has good performance in stability,durability,low volume-weight,and thermal insu-lation,and it is convenient,highly efficient and energy-saving for construction.It also saves land resources,which is widely chosen and used.The cracks on fired perforated brick walls have a lot in common with those on fired common brick walls.Because of the differences of lin-ear expansion coefficient and stiffness between reinforced concrete roof and fired perforated brick walls,when the temperature changes,both of them bring the relative displacement and internal force, thus the crack appears on the wall.Temperature, horizontal resistance coefficient and the section size of the wall body are relevant to the crack.Based on quantitative and qualitative analysis of crack caused by temperature change,the paper provides several counter-measures against crack with regard to design conformation, standardizing construction,and the strength of masonry.

  11. Magnetic inclination from Brazilian bricks and application to Archeomagnetic dating

    Science.gov (United States)

    Begnini, G. S.; Hartmann, G. A.; Trindade, R. I.

    2013-05-01

    The Earth's magnetic field (EMF) is recorded in archeological baked materials carrying a stable remanent magnetization. This magnetic record can be used for indirectly date the archeological material by comparison with "reference curves" of the EMF. In this work we present magnetic inclination data from two different sites in southeastern Brazil, an ancient and a modern one: (a) a sampling at the ancient sugarcane mill Engenho Central de Piracicaba (ECP, 1881-1974 AD), and (b) a controlled survey at the modern brickyard Olaria Schiavolin (OS). Both of them are located in the city of Piracicaba, São Paulo State, Brazil. Magnetic measurements included stepwise thermal and alternating field demagnetization, anisotropy of magnetic susceptibility (AMS) and low-field magnetic susceptibility vs. temperature. In OS, we collected 40 oriented bricks from 5 sampling points inside the brickyard oven in order to test the stability and reliability of their remanent magnetizations by comparing them with the local field (measured directly with a fluxgate magnetometer). We observed differences of +/- 3° between the local field and the IGRF. When magnetic inclinations are reported relative to the flat planes of the brick (the situation we face for real ancient bricks), the differences due to inclination of the burning plane and magnetic anomalies inside the oven never exceed 6°. These differences are averaged out by using a minimum of 6 bricks (~24 specimens) per sampling point to compute the inclination. In the ancient site ECP we collected 140 non-oriented bricks from 14 different walls; three of them were previously dated using historical records. Inclinations were defined using at least 6 bricks per wall, showing consistent average values within the same walls. When compared to the IGRF and GUFM1 models, the inclinations obtained for the dated walls agreed within the experimental error. We have then applied the same procedure to estimate the age of the remaining walls. Using

  12. Wastewater treatment efficiency of a multi-media biological aerated filter (MBAF) containing clinoptilolite and bioceramsite in a brick-wall embedded design.

    Science.gov (United States)

    Ji, Guodong; Tong, Jingjing; Tan, Yufei

    2011-01-01

    A multi-media biological aerated filter (MBAF) with clinoptilolite media was used to treat synthetic wastewater. Coal ash bioceramsite with supplemental metallic iron was added to the clinoptilolite media of MBAFs in a brick-wall embedded design. Performance parameters, such as hydraulic, organic, N and P loading capacity and microbial community composition were studied for different quantity of supplemental metallic iron contained in three MBAFs. The MBAFs with more metallic iron were found to have superior hydraulic and organic loading, and higher N and P capacities. COD, NH3-N and TP removal dropped by 7-10%, 6-7% and 4-5%, respectively, with when hydraulic loading was raised from 2.8 to 7.5 m3 m(-2) d(-1). NH3-N removal also decreased 8-9% when ammonia loading was elevated from 0.078 to 0.156 kg NH3-N m(-3) d(-1). Real-time PCR revealed a relatively stable bacterial community composed primarily of eubacteria that formed after an initial 120 d operational period. Doubling the amount of metallic iron in the bioceramsite media resulted in a twofold increase of eubacteria in the MBAF, but a decrease in the ratio of anaerobic ammonia-oxidizing bacteria to total bacteria.

  13. The 'Brick Wall' radio loss approximation and the performance of strong channel codes for deep space applications at high data rates

    Science.gov (United States)

    Shambayati, Shervin

    2001-01-01

    In order to evaluate performance of strong channel codes in presence of imperfect carrier phase tracking for residual carrier BPSK modulation in this paper an approximate 'brick wall' model is developed which is independent of the channel code type for high data rates. It is shown that this approximation is reasonably accurate (less than 0.7dB for low FERs for (1784,1/6) code and less than 0.35dB for low FERs for (5920,1/6) code). Based on the approximation's accuracy, it is concluded that the effects of imperfect carrier tracking are more or less independent of the channel code type for strong channel codes. Therefore, the advantage that one strong channel code has over another with perfect carrier tracking translates to nearly the same advantage under imperfect carrier tracking conditions. This will allow the link designers to incorporate projected channel code performance of strong channel codes into their design tables without worrying about their behavior in the face of imperfect carrier phase tracking.

  14. Tests and Analysis of the Compressive Performance of an Integrated Masonry Structure of a Brick-Stem-Insulating Layer

    Directory of Open Access Journals (Sweden)

    Suizi Jia

    2016-05-01

    Full Text Available This paper proposes, for low buildings, an integrated wall structure of a brick-stem-insulating layer, which plays a major part in both heat preservation and force bearing. The research team has tested the thermal performance of the structure, the results of which are satisfying. To further study the force-bearing performance, the paper carries out compressive tests of specimens of different structural design, with two types of bricks, i.e., clay and recycled concrete bricks; three types of stems, i.e., square-shaped wood, square-shaped steel pipe and circular steel pipe; and one type of insulating layer, i.e., fly ash masonry blocks. Afterward, the force bearing performance, damage that occurred, compressive deformation and ductility of all of the specimens are compared. On the sideline, the structure is applied in the construction of a pilot residence project, yielding favorable outcomes. The results indicate that in comparison with a brick wall with an insulating layer sandwiched in between, the integrated wall structure of bricks and fly ash blocks is a more preferable choice in terms of compressive performance and ductility. The integrated wall structure of brick-stem-fly ash blocks delivers much better performance to this end. Note that regarding the stem’s contribution to compressive strength, circular steel pipe is highest, followed by square-shaped steel pipe and then square-shaped wood. The compressive performance of the sandwiched blocks surpasses that of the two brick wall pieces combined by a large margin.

  15. 明清北京城墙砖珍稀图形款识初析%The Analysis Of Precious Moulage Of Brick Beijing City Wall In Ming Qing Dynasty

    Institute of Scientific and Technical Information of China (English)

    蔡青

    2016-01-01

    明清铭文城墙砖是建筑物料与文字结合的产物,是承载历史信息的珍贵实物史料。其中一些稀有的图形款识体现出特殊的历史文化意义,这些质朴、粗放的古代建筑物料借助其特有的艺术情趣传达着人们对吉祥、兴旺的美好向往。通过对铭文砖图形款识艺术文化内涵的分析和研究,能更清晰地展现出这些几乎被世间遗忘的文化元素特有的艺术魅力。%Ancient inscriptions of brick city wal is the combination of words and building of special building materials,politics,economy, culture, art is a record during the Ming and qing dynasties and the precious heritage of life information.In the brick city wal of the artistic appeal of rare graphical inscriptionshas the more rich significance These plain extensive ancient building materials. Convey the beautiful yearning for the auspicious and prosperous people.On the analysis of the inscription inscription art brick graphics cultural value and renew, Make these almost forgotten by the world of art element Show unique artistic charm.

  16. Optically stimulated luminescence response to ionizing radiation of red bricks (SiO{sub 2}, Al{sub 2}O{sub 3} an Fe{sub 2}O{sub 3}) used as building materials

    Energy Technology Data Exchange (ETDEWEB)

    Espinosa, G.; Golzarri, J. I.; Santiago, P. [Instituto de Fisica, UNAM, Apartado Postal 20-364, 01000 Mexico D. F. (Mexico); Bogard, J. S. [Oak Ridge National Laboratory, P.O. Box 2008, Oak Ridge TN 37831-6426 (United States)]. e-mail: espinosa@fisica.unam.mx

    2008-02-15

    Quartz is the most common mineral in our environment. It is found in granite, hydrothermal veins and volcanic rocks, as well as in sedimentary deposits derived from such solid materials. These sediments are also made into building materials, such as bricks and pottery. Thus the potential use of a dose reconstruction technique based on quartz grains is enormous, whether as a dating tool in archaeology and quaternary geology, or in nuclear accident dosimetry. This work describes the Optically Stimulated Luminescence (OSL) response of red brick to ionizing radiation. The bricks, from the state of Puebla, Mexico, represent another class of materials that can be used in retrospective dosimetry following nuclear or radiological incidents. The chemical composition of fifteen bricks (three samples from five different brick factories) was determined, using energy dispersive spectroscopy, be primarily SiO{sub 2}, Al{sub 2}0{sub 3} and Fe{sub 2}O{sub 3} and is believed to be representative for this common building material. Individual aliquots from these bricks were powdered in agate mortars and thermally annealed. Replicate samples of the aliquots were then irradiated with beta particles from a sealed source of {sup 9}0Sr/{sup 9}0Y. The OSL response was measured with a Daybreak Model 2200 High-Capacity OSL Reader System. We present here for this material the characteristic OSL response to beta particles; the reproducibility of the OSL response; the linearity of the response in the dose range 0.47 Gy to 47 Gy; and the fading characteristics. (Author)

  17. 变电站蒸压粉煤灰砖砌体围墙裂缝分析与防治%Analysis and Prevention of Substation of Autoclaved Fly Ash Brick Masonry Wall Cracks

    Institute of Scientific and Technical Information of China (English)

    邵国华

    2014-01-01

    本文结合变电站工程实际,分析了变电站工程蒸压粉煤灰砖砌体清水围墙裂缝产生的原因,从蒸压粉煤灰砖的生产、构造设计及砌筑施工等几个方面提出了防治措施。%Combining with the actual substation engineering, Analyzed the causes of transformer substation project of autoclaved fly ash brick masonry wall cracks in water, Puts forward the prevention measures from the aspects of production, structure design and masonry construction of autoclaved fly ash brick.

  18. 3D Printing for Bricks

    OpenAIRE

    ECT Team, Purdue

    2015-01-01

    Building Bytes, by Brian Peters, is a project that uses desktop 3D printers to print bricks for architecture. Instead of using an expensive custom-made printer, it uses a normal standard 3D printer which is available for everyone and makes it more accessible and also easier for fabrication.

  19. Building America Case Study: Retrofit Measure for Embedded Wood Members in Insulated Mass Masonry Walls, Lawrence, Massachusetts

    Energy Technology Data Exchange (ETDEWEB)

    2015-10-01

    ?There are many existing buildings with load-bearing mass masonry walls, whose energy performance could be improved with the retrofit of insulation. However, adding insulation to the interior side of walls of such masonry buildings in cold (and wet) climates may cause performance and durability problems. Some concerns, such as condensation and freeze-thaw have known solutions. But wood members embedded in the masonry structure will be colder (and potentially wetter) after an interior insulation retrofit. Moisture content and relative humidity were monitored at joist ends in historic mass brick masonry walls retrofitted with interior insulation in a cold climate (Zone 5A); data were collected from 2012-2015. Eleven joist ends were monitored in all four orientations. One limitation of these results is that the renovation is still ongoing, with limited wintertime construction heating and no permanent occupancy to date. Measurements show that many joists ends remain at high moisture contents, especially at north- and east-facing orientations, with constant 100 percent RH conditions at the worst cases. These high moisture levels are not conducive for wood durability, but no evidence for actual structural damage has been observed. Insulated vs. non-insulated joist pockets do not show large differences. South facing joists have safe (10-15 percent) moisture contents. Given the uncertainty pointed out by research, definitive guidance on the vulnerability of embedded wood members is difficult to formulate. In high-risk situations, or when a very conservative approach is warranted, the embedded wood member condition can be eliminated entirely, supporting the joist ends outside of the masonry pocket.

  20. Investigation into the variations of moisture content of two buildings constructed with light earth walls

    OpenAIRE

    Goodhew, S; Griffiths, R; Morgan, C.

    2005-01-01

    This paper briefly describes the background to light earth buildings and details a series of moisture measurements undertaken upon the clay and straw, (light earth) constructed walls of two UK based buildings. The methodology of measurement that was based upon previous studies undertaken on walls made from straw bales is described. A novel ‘in-wall’ wet heating system used in one of the two buildings allows the investigation of the effects of direct wall heating upon the distribution of moist...

  1. Using Bonding Enamel-Coated Steel Fixtures to Produce More Durable Brick/Masonry Structures

    Science.gov (United States)

    2010-02-01

    very moist for long periods of times Corroded strap-type wall tie BUILDING STRONG® Ties Join Courses and Lateral Units  Ties hold brick veneer to a...onto the steel fittings  A layer of portland cement is added to the heat softened glass enamel  Finished reinforcement is corrosion resistant and...very corrosion resistant Cement fused to the glass enamel makes strong bond to surrounding mortar Steel is protected from corrosion as long as glass

  2. Utilization of Savannah Harbor river sediment as the primary raw material in production of fired brick.

    Science.gov (United States)

    Mezencevova, Andrea; Yeboah, Nortey N; Burns, Susan E; Kahn, Lawrence F; Kurtis, Kimberly E

    2012-12-30

    A laboratory-scale study was conducted to assess the feasibility of the production of fired bricks from sediments dredged from the Savannah Harbor (Savannah, GA, USA). The dredged sediment was used as the sole raw material, or as a 50% replacement for natural brick-making clay. Sediment bricks were prepared using the stiff mud extrusion process from raw mixes consisted of 100% dredged sediment, or 50% dredged sediment and 50% brick clay. The bricks were fired at temperatures between 900 and 1000 °C. Physical and mechanical properties of the dredged sediment brick were found to generally comply with ASTM criteria for building brick. Water absorption of the dredged sediment bricks was in compliance with the criteria for brick graded for severe (SW) or moderate (MW) weathering. Compressive strength of 100% dredged sediment bricks ranged from 8.3 to 11.7 MPa; the bricks sintered at 1000 °C met the requirements for negligible weathering (NW) building brick. Mixing the dredged sediment with natural clay resulted in an increase of the compressive strength. The compressive strength of the sediment-clay bricks fired at 1000 °C was 29.4 MPa, thus meeting the ASTM requirements for the SW grade building brick. Results of this study demonstrate that production of fired bricks is a promising and achievable productive reuse alternative for Savannah Harbor dredged sediments.

  3. Gamma-ray shielding effectiveness of novel light-weight clay-flyash bricks

    Science.gov (United States)

    Mann, Harjinder Singh; Brar, G. S.; Mudahar, G. S.

    2016-10-01

    The radiation shielding parameters of lightweight clay-flyash bricks produced with different flyash aggregate compositions have been investigated by using 241Am (59.4 keV), 137Cs (661.6 keV), and 60Co (1173.2 keV and 1332.5 keV) radioactive sources. It was observed that the different percentages of flyash in clay lead to significant variations in these parameters. The elemental compositions of the clay-flyash bricks were analyzed using energy dispersive X-ray fluorescence spectrometry (EDXRF). The obtained results were compared to those pertaining to concrete in order to see the effect of flyash content on the radiation shielding properties. The radiation protection efficiency of the tested clay-flyash bricks demonstrated that multilayer exterior walls built from these bricks could effectively attenuate moderate-energy gamma rays. Bricks using residual flyash could be preferentially used for buildings to address the issues of radiation shielding, cost-effective radioactive waste management and disposal of flyash in a useful manner.

  4. Clone-based comparative sequence analysis of 16S rRNA genes retrieved from biodeteriorating brick buildings of the former Auschwitz II-Birkenau concentration and extermination camp.

    Science.gov (United States)

    Otlewska, Anna; Adamiak, Justyna; Gutarowska, Beata

    2015-02-01

    The aim of this work was to analyze the bacterial communities in four samples of historical materials (plaster, brick, and wood) derived from buildings located in the former Auschwitz II-Birkenau concentration and extermination camp in Brzezinka, Poland. For this purpose a molecular strategy based on the construction of 16S rRNA clone libraries was used. In total, 138 partial 16S rRNA gene sequences (∼600bp) were obtained and compared. The clones belonged to phyla Proteobacteria (classes: Alphaproteobacteria, Betaproteobacteria, Gammaproteobacteria), Actinobacteria, Firmicutes, and Bacteroidetes. The plaster samples predominantly contained clones closely related to Actinobacteria and Alphaproteobacteria, brick samples contained Gammaproteobacteria, while wood samples had Actinobacteria clones. Interestingly, the historic plaster and brick samples contained the following bacteria with known and described biodeterioration potential: chemoorganotrophic Streptomyces sp. and Pseudonocardia sp., halotolerant or halophilic Rubrobacter sp., Salinisphaera sp. and Halomonas sp. Principal component analysis (PCA) showed that amongst the bacterial species detected and identified none occurred on all the tested historical materials. The 16S rRNA clone library construction method was successfully used for the detection and diversity determination of bacterial communities inhabiting brick barracks located in the former Auschwitz II-Birkenau concentration and extermination camp in Brzezinka.

  5. Experimental Study on Tsunami Risk Reduction on Coastal Building Fronted by Sea Wall

    Directory of Open Access Journals (Sweden)

    Sadia Rahman

    2014-01-01

    Full Text Available This experimental study was conducted to idealize the efficacy of sea wall in controlling the tsunami forces on onshore structures. Different types of sea walls were placed in front of the building model. The tsunami forces and the wave heights were measured with and without the sea wall conditions. Types of sea wall, wall height, and wall positions were varied simultaneously to quantify the force reductions. Maximum of 41% forces was reduced by higher sea wall, positioned closer proximity to the model whereas this reduction was about 27% when the wall height was half of the high wall. Experimental investigations revealed that wall with adequate height and placed closer to the structures enables a satisfactory predictor of the force reduction on onshore structures. Another set of tests were performed with perforated wall placing near the building model. Less construction cost makes the provision of perforated sea wall interesting. The overall results showed that the efficacy of perforated wall is almost similar to solid wall. Hence, it can be efficiently used instead of solid wall. Moreover, overtopped water that is stuck behind the wall is readily gone back to the sea through perforations releasing additional forces on the nearby structures.

  6. Energy efficiency of the Rural Wall multi-layer structure in low-rise building design

    Directory of Open Access Journals (Sweden)

    T.A. Golova

    2014-12-01

    Full Text Available This paper presents the study on energy efficiency of various wall design solutions and a new multi-layer wall design for low-rise construction as well as the results of television studies on multi-layer and single-layer envelopes. Indoor climate parameters for various wall design solutions are determined. The study reveals the optimal wall design solutions and specifies the theoretical assessment of their energy efficiency in compliance with Russia's national building code 23-02-2003. The paper presents calculations of building heat loss through the exterior building envelope, reduced resistance to heat transfer of walls and total heat loss of the building with the selected outer wall design during the heating season. Recommendations on the application of the new multi-layer wall design using local wall materials in the construction of energy-efficient low-rise buildings are developed. The recommendations include requirements for wall materials, thermal calculations, production guidelines, properties of layers in a multi-layer walls and physical and mechanical properties of wall layers.

  7. Behaviour Of Multi-Storied Flat Slab Building Considering Shear Walls: A Review

    Directory of Open Access Journals (Sweden)

    Dhanaji R. Chavan

    2016-10-01

    Full Text Available Recently there has been a considerable increase in the number of tall buildings, both residential and commercial, and modern trend is towards taller structures. Flat slab is most widely used systems in reinforced concrete construction. Flat-slab building structures possesses major advantages over traditional slab-beam-column structures taking a advantages of reduced floor height, shorter construction time, architectural –functional and economical aspects. But in flat slab building columns are directly provides supports to slab with eliminating beams so there is requirement of provision of shear walls to increase the stiffness of building against lateral forces. Shear wall system are one of the most commonly used lateral load resisting in high rise building. Shear wall has high in plane stiffness and strength. The present paper reviews various research works carried out by several researchers on multi-storied buildings provided with flat slab and shear walls.

  8. Thermal Performance of Hollow Clay Brick with Low Emissivity Treatment in Surface Enclosures

    Directory of Open Access Journals (Sweden)

    Roberto Fioretti

    2014-10-01

    Full Text Available External walls made with hollow clay brick or block are widely used for their thermal, acoustic and structural properties. However, the performance of the bricks frequently does not conform with the minimum legal requirements or the values required for high efficiency buildings, and for this reason, they need to be integrated with layers of thermal insulation. In this paper, the thermal behavior of hollow clay block with low emissivity treatment on the internal cavity surfaces has been investigated. The purpose of this application is to obtain a reduction in the thermal conductivity of the block by lowering the radiative heat exchange in the enclosures. The aims of this paper are to indicate a methodology for evaluating the thermal performance of the brick and to provide information about the benefits that should be obtained. Theoretical evaluations are carried out on several bricks (12 geometries simulated with two different thermal conductivities of the clay, using a finite elements model. The heat exchange procedure is implemented in accordance with the standard, so as to obtain standardized values of the thermal characteristics of the block. Several values of emissivity are hypothesized, related to different kinds of coating. Finally, the values of the thermal transmittance of walls built with the evaluated blocks have been calculated and compared. The results show how coating the internal surface of the cavity provides a reduction in the thermal conductivity of the block, of between 26% and 45%, for a surface emissivity of 0.1.

  9. Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building

    Directory of Open Access Journals (Sweden)

    Syed Ehtesham Ali

    2014-09-01

    Full Text Available Shear wall systems are one of the most commonly used lateral load resisting systems in high-rise buildings. Shear walls have very high in plane stiffness and strength, which can be used to simultaneously resist large horizontal loads and support gravity loads, making them quite advantageous in many structural engineering applications. There are lots of literatures available to design and analyze the shear wall. However, the decision about the location of shear wall in multi-storey building is not much discussed in any literatures. In this paper, therefore, main focus is to determine the solution for shear wall location in multi-storey building. A RCC building of six storey placed in HYDERABAD subjected to earthquake loading in zone-II is considered. An earthquake load is calculated by seismic coefficient method using IS 1893 (PART–I:2002. These analyses were performed using ETABS.

  10. Shaking table tests and dynamic analyses of masonry wall buildings with flame-shear walls at lower stories

    Institute of Scientific and Technical Information of China (English)

    Xiong Lihong; David Xiong; Wu Ruifeng; Xia Jingqian

    2008-01-01

    This paper describes shaking table tests of three eight-story building models: all are masonry structures in the upper stories, with or without frame-shear walls of one- or two- stories at the bottom. The test results of damage characteristics and seismic responses are provided and compared. Then, nonlinear response analyses are conducted to examine the reliability of the dynamic analysis. Finally, many nonlinear response analyses are performed and it is concluded that for relatively hard sites under a certain lateral stiffness ratio (I.e., the ratio of the stiffness of the lowest upper masonry story to that of the frame-shear wall story), the masonry structure with one-story frame-shear wall at the bottom performs better than a structure built entirely of masonry, and a masonry structure with frame-shear wall of two stories performs better than with one-story frame-shear wall. In relatively soft soil conditions, all three structures have similar performane. In addition, some suggestions that could be helpful for design ofmasomy structures with ground story of frame-shear wall structure in seismic intensity region VII, such as the appropriate lateral stiffness ratio, shear force increase factor of the frame-shear wall story, and permissible maximum height of the building, are proposed.

  11. Experimental and numerical investigation of a hollow brick filled with perlite insulation

    Energy Technology Data Exchange (ETDEWEB)

    Zukowski, M. [Department of Heat Engineering, Bialystok Technical University, Wiejska Street 45A, 15-351 Bialystok (Poland); Haese, G. [Wohnungsgenossenschaft Gartenheim eG, Hildesheimer Strasse 142 D-30173 Hannover (Germany)

    2010-09-15

    The present study is focused on the investigation of the effective thermal properties of a modern vertically perforated masonry unit filled with perlite insulation. Based on measurements and numerical calculations, the thermal performance of the new hollow brick was determined. The authors suggest to use the following parameters for this building material: equivalent heat capacity equal to 855.1 J/kg K, equivalent heat conductivity equal to 0.09 W/mK and equivalent density equal to 653.15 kg/m{sup 3}. The dependence of the equivalent thermal resistance of the whole wall made of this brick and mortar, is shown for different mortar joint thicknesses. All results, presented in this paper, can be used in energy balance calculations for buildings made of masonry unit. (author)

  12. State of the art on historic building insulation materials and retrofit strategies

    DEFF Research Database (Denmark)

    Blumberga, Andra; Kass, Kristaps; Kamendere, Edite

    2016-01-01

    This report provides an analysis and evaluation of a state-of-the-art of internal insulation materials and methods for application in historic buildings, and review on methods, tools and guidelines used as decision making tools for implementation of internal insulation in historic buildings....... Historic buildings in RIBuild represent all types of protected1 and non-protected buildings built before 1945. The survey is limited to buildings with heavy walls (stone, brick, timber framing), thus excluding wooden buildings....

  13. Social Bricks?

    DEFF Research Database (Denmark)

    Stender, Marie

    2016-01-01

    and construction of housing and neighbourhoods. It is put forward that a certification has to take into account the housing complex’ or neighbourhood’s relation to the surrounding city, its development over time, its flexibility towards future needs and its social organisation and operation. Further, the interplay......Can social sustainability be built? In this paper the potentialities and challenges of the concept of social sustainability are explored based on a collaboration project between the Danish Building Research Institute, a Danish social housing association and the Green Building Council Denmark......, aiming to better integrate standards of social sustainability in the application of certification systems like DGNB. The paper relates theory on social sustainability to the ways it is used in practice, and discusses whether and how social sustainability can be measured and certified in renewal...

  14. Residential mercury contamination in adobe brick homes in Huancavelica, Peru.

    Science.gov (United States)

    Hagan, Nicole; Robins, Nicholas; Hsu-Kim, Heileen; Halabi, Susan; Espinoza Gonzales, Ruben Dario; Richter, Daniel deB; Vandenberg, John

    2013-01-01

    This is the first study of adobe brick contamination anywhere in the world. Huancavelica, Peru is the site of historic cinnabar refining and one of the most mercury (Hg) contaminated urban areas in the world. Over 80% of homes in Huancavelica are constructed with adobe bricks made from Hg contaminated soil. In this study we measured total Hg concentrations in adobe brick, dirt floor, surface dust, and air samples from the interior of 60 adobe brick houses located in four neighborhoods. Concentrations of total Hg in adobe bricks, dirt floors, and surface dust ranged from 8.00 to 1070 µg/g, 3.06 to 926 µg/g, and 0.02 to 9.69 µg/wipe, respectively, with statistically significant differences between the four neighborhoods. Concentrations of Hg in adobe brick and dirt floor samples in Huancavelica were orders of magnitude higher than in Ayacucho, a non-mining town in Peru. A strong correlation exists between total Hg concentrations in adobe bricks and dirt floors which confirms that adobe bricks were being made on-site and not purchased from an off-site source. A strong correlation between surface dust and adobe bricks and dirt floors indicates that walls and floors serve as indoor sources of Hg contamination. Elemental Hg vapor concentrations were below detection (bricks, may be a substantial source of residential Hg exposure in silver or gold refining communities where Hg is produced or used for amalgamation in artisanal gold production.

  15. DYNAMIC HEAT TRANSFER OF BRICK WALL FILLED WITH PHASE CHANGE MATERIALS (PCM) UNDER FLUCTUATING TEMPERATURES%交变温度作用下填充PCM砖墙的动态传热特性

    Institute of Scientific and Technical Information of China (English)

    吴梁玉; 陈永平; 张程宾; 施明恒

    2012-01-01

    采用enthalpy-porosity法建立交变温度作用下填充相变材料(PCM)的砖墙内伴有熔化和凝固相变过程的动态传热模型并进行数值计算,比较实心砖墙与PCM砖墙的室内侧壁温响应变化,分析讨论墙体中PCM填充份额和PCM填充空间分布对墙体动态传热过程的影响,并对填充PCM墙体结构进行性能评价.研究结果表明,填充PCM的砖墙结构由于其孔隙中填充的PCM通过熔化/凝固相变作用蓄存了潜热,有效削弱了外界温度变化对室内壁温的影响,对室内温度起到削峰填谷的作用.随着砖墙中填充PCM份额的增加,室内侧温度的波动幅度明显减小,且对室外交变温度作用的滞后效果也相应得到增强.对于相同的PCM填充份额,PCM的填充分布方式对砖墙的保温性能和温度滞后效果也存在一定影响,但影响并不明显.%A model for thermal conduction accompanied with solidification and melting processes was developed by enthalpy-porosity technique and numerically analyzed to investigate the dynamic heat transfer characteristics of the brick wall filled with Phase Change Materials (PCM). The dynamic heat transfer characteristic, which is represented by inside wall surface temperature response, of brick wall filled with PCM was evaluated and compared with that of solid brick wall. The effects of PCM amount as well as spatial distribution of PCM on the dynamic heat transfer characteristic of the brick wall were investigated and discussed. It is indicated that the influence of outdoor temperature fluctuation on indoor temperature is weaken due to the filling of PCM, which can store latent heat via solidification or melting processes. In addition, with the increasing filling amount of PCM, the fluctuation of inside wall surface temperature is obviously smoothed. Correspondingly, the hysteresis in response to the outdoor temperature fluctuation is enhanced. However, unlike the PCM amount, the spatial distribution of PCM

  16. Influence of Method of Bricklaying with Trowel on Thermal Insulation Property of Hollow Brick Wall%传热方向对空心砌块墙体热工性能的影响

    Institute of Scientific and Technical Information of China (English)

    肖婷; 魏玲

    2014-01-01

    通过对砌块单元的模拟值与实验值的比较,确定了模拟结果的可信度,运用数值计算的方法模拟了24种不同孔洞结构的240 mm×115 mm×90 mm粉煤灰小型空心砌块的耦合传热过程,得出单个空心砌块的当量导热系数值。模拟中考虑沿着砌块长度及宽度方向传热对当量导热系数的影响。结果表明:沿着传热垂直方向增加孔数减弱了砌块的保温隔热效果,沿着传热平行方向增加孔数增强了砌块的保温隔热性能。模拟的结果对粉煤灰小型空心砌块的结构选型、优化设计和建筑的节能与节材具有重要意义。%The reliability of simulation is confirmed by the comparison of the experimental value and simulation value of block unit. The coupled heat transportation process of 240 mm×115 mm×90 mm fly-ash small-sized hollow brick with 24 kinds of configurations with different holes number and arrays was simu-lated, and equivalent thermal conductivity (ETC) of single hollow brick was obtained. Heat transfer along length and width direction to the hollow block is considered in the simulation. The results showed that:with the increase of the holes number in vertical direction of heat transfer, the effect of thermal insulation on hollow bricks is weakened; but with the increase of the holes number in parallel direction of heat trans-fer, the effect of thermal insulation on hollow bricks is enhanced. The results of simulation have signifi-cance for structural form selection, optimal design and energy conservation and materials saving for build-ings.

  17. 发泡水泥对日光温室黏土砖墙保温蓄热性能的改善效果%Improving effect of heat insulation performance of brick wall thickened with foam cement in solar greenhouse

    Institute of Scientific and Technical Information of China (English)

    李明; 魏晓明; 周长吉; 郑禾; 李小明

    2014-01-01

    The wall of a Chinese solar greenhouse can absorb heat during daytime and supply heat into the greenhouse during nighttime. It can help the solar greenhouse to maintain high indoor air temperature during winter nighttime with little or no supplemental heating. The brick wall is one of the popular walls. However, after a long period of use, walls have the bad performance on heat insulation and sealing. To solve the problems, we proposed to thicken the brick wall with foam cement to decrease its heat loss and keep the heat in the wall as much as possible. Then, the stored heat that the wall can supply during the nighttime can be increased. In this study, a solar greenhouse with the brick wall, which was composed of 120 mm thick brick, 100 mm thick polystyrene board, and 240 mm thick brick (from indoor to outdoor), was used as the control greenhouse. The test greenhouse had same structure and management with the control greenhouse, but its brick wall was thickened with 200 mm thick foam cement on the outdoor side. This wall was defined as the transformed wall. The heat insulation and supply performances of the two solar greenhouses’ walls were compared based on the data collected in a typical sunny day and a cloudy day. As for the heat insulation performance, the outdoor surface temperatures of the brick wall and the transformed wall were (2.8±0.9) and (0.8±0.2)℃ higher than the outdoor air temperature, respectively, in the nighttime of the sunny day. The maximum heat flux in the foam cement was about 9%of that on the outdoor surface of the brick wall. A similar phenomenon was also observed in the nighttime of the cloudy day. The results indicated that thickening the brick wall with foam cement could decrease the heat loss of the wall and keep more heat in the wall. As for the heat supply performance, the indoor surface temperatures of the brick wall and the transformed wall were (1.5±0.5) and (2.4±0.2)℃higher than the outdoor air temperature, respectively

  18. 用污泥建筑垃圾研制免烧砖的实验研究%Experimental Study on No-roasting Bricks Made from Sludge and Building Rubbish

    Institute of Scientific and Technical Information of China (English)

    徐子芳; 张明旭; 李金华

    2011-01-01

    In order to use solid waste to develop new building materials effectively, based on orthogonal experiment principle, building rubbish, sludge, fly ash and gypsum were used as main raw materials to prepare the no-roasting bricks. Except macroscopic physical properties were investigated.The phase compositions, microstructure and morphologies of no-roasting bricks were studied via analysis ways of XRD(X-ray diffraction),SEM (Scanning electron microscope) and TGA-DTA (Thermogravimetric-differential thermal analysis).The results show that when the ratio of building rubbish to sludge and fly ash is 60% : 2% : 15%, compressive strength is 11.75 Mpa, reaching fly ash brick MU10 level. Thermal conductivity is 0.205 W/(m·K), lower than 0.78 W/(m·K) of general clay bricks. Many kinds of hydrated products are finded such as hydrated calcium aluminate, hydrated calcium silicate (C-S-H), ettringite (Aft), calcium hydroxide (CH), tobermorite and so on, which help to improve the no-roasting bricks lasting quality and weatherability.%为了有效利用固体废物开发新型建筑材料,基于正交实验原理,采用建筑垃圾、污泥、粉煤灰、脱硫石膏为主要原料来制备免烧砖.除进行宏观物理性能测试外,运用XRD、TGA-DTA、SEM等手段研究了免烧砖的相组成、显微结构及微观形貌.结果表明:免烧砖最佳配比为建筑垃圾60%、污泥2%、粉煤灰15%时,抗压强度为11.75 MPa,达到粉煤灰砖MU10标准;导热系数为0.205 W/(m.K),低于普通黏土砖0.78 W/(m.K).同时发现试块水化过程中产生了多种水化产物:水化铝酸钙、水化硅酸钙(C-S-H)、钙矾石(AFt)、氢氧化钙(CH)和托勃莫来石等,这些产物的形成有利于提高免烧砖的耐久与耐候性能.

  19. Assessment of air pollutant emissions from brick kilns

    Science.gov (United States)

    Rajarathnam, Uma; Athalye, Vasudev; Ragavan, Santhosh; Maithel, Sameer; Lalchandani, Dheeraj; Kumar, Sonal; Baum, Ellen; Weyant, Cheryl; Bond, Tami

    2014-12-01

    India has more than 100,000 brick kilns producing around 250 billion bricks annually. Indian brick industry is often a small scale industry and third largest consumer of coal in the country. With the growing demand for building materials and characterised by lack of pollution control measures the brick industry has a potential to cause adverse effects on the environment. This paper presents assessment of five brick making technologies based on the measurements carried out at seventeen individual brick kilns. Emissions of PM, SO2, CO and CO2 were measured and these emissions were used to estimate the emission factors for comparing the emissions across different fuel or operating conditions. Estimated emission from brick kilns in South Asia are about 0.94 million tonnes of PM; 3.9 million tonnes of CO and 127 million tonnes of CO2 per year. Among various technologies that are widely used in India, Zig zag and vertical shaft brick kilns showed better performance in terms of emissions over the traditional fixed chimney Bull's trench kilns. This suggests that the replacement of traditional technologies with Zig zag, vertical shaft brick kilns or other cleaner kiln technologies will contribute towards improvements in the environmental performance of brick kiln industry in the country. Zig zag kilns appear to be the logical replacement because of low capital investment, easy integration with the existing production process, and the possibility of retrofitting fixed chimney Bull's trench kilns into Zig zag firing.

  20. An Overview of Rha And Scba Clay Bricks

    Directory of Open Access Journals (Sweden)

    Er. Ravindra Kumar,

    2016-12-01

    Full Text Available Burnt clay brick is one of the major and widely used building units in construction around the world. The manufacturing of burnt clay bricks using waste materials can minimize the environmental overburden caused by waste deposition on open landfills and would also improve the brick performance at low production cost leading to more sustainable construction. These wastes utilization would not only be economical, but may also help to create a sustainable and pollution free environment. This study aims to evaluate the effect of the waste addition produced from two major crops: sugarcane and rice in clay bricks manufacturing.

  1. Performance of a selective-surface trombe wall in a small commercial building

    Energy Technology Data Exchange (ETDEWEB)

    Judkoff, R.; Sokol, F.

    1981-03-01

    The design and construction of a 100% passive solar building utilizing a clerestory and a trombe wall are described. The use of three selectively absorptive and emissive coverings on the trombe wall outer surface are investigated. One of the coverings and its laminating adhesive are tested for degradation after a year of exposure under normal operating conditions. Ambient temperature, room air temperature, trombe wall interior and exterior surface temperatures, and solar radiation are measured.

  2. Water movement in building walls: interfaces influence on the moisture flux

    Science.gov (United States)

    Delgado, J. M. P. Q.; de Freitas, V. P.; Guimarães, A. S.

    2016-11-01

    Most building elements are a composite of different material layers; however the majority of the works presented in literature were developed for multi-layered elements with perfect contact interface, without resistance. Experimental results presented in literature showed that a considerable hydraulic resistance could be created by the imperfect contact between two porous building materials. Moisture transport in multi-layered building elements can deviate from the moisture transport found for the combination of the single material elements, so the assumption of perfect hydraulic contact could lead to significant errors in predicting the moisture transport. This work presents an experimental campaign and a critical analysis of water absorption in samples of two different building materials (clay brick and autoclaved aerated concrete) with and without joints at different positions (heights) and different contact configurations (natural contact and air space between layers). The results show that when the moisture reaches the interface there is a slowing of the wetting process due to the interfaces hygric resistance. The interfaces hygric resistance, in the AAC samples, is only observed for the joint located from a distance of 2 cm of the wetting plane. The penetration coefficient of the two building materials analysed is very different. Finally, the evolution of the distribution of liquid in the porous medium was analysed in terms of the Boltzmann transform method and anomalous diffusion equation.

  3. "wall"译"墙壁"还是"管壁"%Does "the Wall" Mean "the Wall of a Building" or "a Tube Wall"?

    Institute of Scientific and Technical Information of China (English)

    金成星

    2001-01-01

    @@ 第二册Unit 9后面有一篇阅读文章,名字叫"ANGELS ON A PIN",大体内容是一位教授要求学生用一只气压表(barometer)来测量一栋楼的高度,答案应力求体现物理概念或原理.其中有这么一段话:"Yes,"said the student."There is a very basic measurement method that you will like. In this method, you take the barometer and began to walk up the stairs. As you climb the stairs, you mark off length of barometer along the wall. You then count the number of marks, and this will give you the height of the building in barometer units. A very direct method."

  4. How the deposition of cellulose microfibrils builds cell wall architecture

    NARCIS (Netherlands)

    Emons, A.M.C.; Mulder, B.M.

    2000-01-01

    Cell walls, the extracytoplasmic matrices of plant cells, consist of an ordered array of cellulose microfibrils embedded in a matrix of polysaccharides and glycoproteins. This construction is reminiscent of steel rods in reinforced concrete. How a cell organizes these ordered textures around itself,

  5. Silica Refractory Bricks

    Institute of Scientific and Technical Information of China (English)

    Yu Lingyan; Peng Xigao

    2011-01-01

    @@ 1.Scope This standard specifies the classification,technical requirements,test methods,quality appraisal procedures,packing,marking,transportation,storage,and quality certificate of silica refractory bricks.This standard is applicable to silica refractory bricks with single weight≤40 kg.

  6. Failure mechanism of shear-wall dominant multi-story buildings

    Science.gov (United States)

    Yuksel, S.B.; Kalkan, E.

    2008-01-01

    The recent trend in the building industry of Turkey as well as in many European countries is towards utilizing the tunnel form (shear-wall dominant) construction system for development of multi-story residential units. The tunnel form buildings diverge from other conventional reinforced concrete (RC) buildings due to the lack of beams and columns in their structural integrity. The vertical load-carrying members of these buildings are the structural-walls only, and the floor system is a flat plate. Besides the constructive advantages, tunnel form buildings provide superior seismic performance compared to conventional RC frame and dual systems as observed during the recent devastating earthquakes in Turkey (1999 Mw 7.4 Kocaeli, Mw 7.2 Duzce, and 2004 Mw 6.5 Bingol). With its proven earthquake performance, the tunnel form system is becoming the primary construction technique in many seismically active regions. In this study, a series of nonlinear analyses were conducted using finite element (FE) models to augment our understanding on their failure mechanism under lateral forces. In order to represent the nonlinear behavior adequately, The FE models were verified with the results of experimental studies performed on three dimensional (3D) scaled tunnel form building specimens. The results of this study indicate that the structural walls of tunnel form buildings may exhibit brittle flexural failure under lateral loading, if they are not properly reinforced. The global tension/compression couple triggers this failure mechanism by creating pure axial tension in the outermost shear-walls.

  7. Acoustic Properties of a Renovated Building

    Directory of Open Access Journals (Sweden)

    Tomas Januševičius

    2011-02-01

    Full Text Available The article explores the effects of partitions, ceilings and facades on noise insulation in the renovated different buildings. The conducted experiments were aimed at analyzing partitions of 120 mm brick mounted gypsum panels while other walls were 520 mm thick and plastered on both sides. Under natural conditions, sound insulation factors of facades were measured and compared according to comfort classes. The obtained results revealed that thick brick walls of 520 mm insulated the sound of 58 decibels (dB (class B. In contrast, 120 mm brick masonry partition reduced sound only to 48 dB which is class E and agrees with the lowest class of sound insulation. We also calculated the sound insulation factor applying three formulas considering the mass law of sound insulation and comparing it with other previous studies. The paper examines and discusses the findings of the performed calculations and measurements.Article in Lithuanian

  8. Delivering COBie data - Focus on curtain walls and building envelopes

    DEFF Research Database (Denmark)

    Karlshøj, Jan; Borin, P.; Carradori, M.;

    COBie is a standard data framework whose main purpose is to transmit useful, reliable and us-able information collected throughout the whole building process and to be consumed in order to properly maintain the facility. Focusing on Facility Management information exchanges and considering the UK...

  9. Enhancement in thermal and mechanical properties of bricks

    Directory of Open Access Journals (Sweden)

    Shibib Khalid S.

    2013-01-01

    Full Text Available A new type of porous brick is proposed. Sawdust is initially well mixed with wet clay in order to create voids inside the brick during the firing process. The voids will enhance the total performance of the brick due to the reduction of its density and thermal conductivity and a minor reduction of its compressive stress. All these properties have been measured experimentally and good performance has been obtained. Although a minor reduction in compressive stress has been observed with increased porosity, this property has still been larger than that of the common used hollow brick. Data obtained by this work lead to a new type of effective brick having a good performance with no possibility that mortar enters inside the holes which is the case with the common used hollow bricks. The mortar has a determent effect on thermal properties of the wall since it has some higher thermal conductivity and density than that of brick which increases the wall overall density and thermal conductivity of the wall.

  10. The new self-supporting face brick façades

    Directory of Open Access Journals (Sweden)

    C. del Río

    2016-12-01

    Full Text Available The ‘Self-Supporting’ face brick façade is the result of a profound reflection on the different façade solutions that have been used throughout the last century for the pillar-structured buildings, and is based on the utilization of the potential that ceramic materials have when they work in compression. The construction solution consists in placing the entire outer sheet of the enclosure ahead of the building’s structure, so as to use the brick wall itself as its own supporting structure. This construction type eliminates the thermal bridges at façade-slab joints, and is more effective regarding mechanical behaviour than conventional solutions, since the own-weight effect contributes beneficially to stability against horizontal actions.

  11. Influence of the type of lightweight clay brick on the equivalent thermal transmittance of different types of façades on buildings

    Directory of Open Access Journals (Sweden)

    Morales, M. P.

    2016-09-01

    Full Text Available This paper compares the equivalent thermal transmittances of different façades built using commercial clay bricks with three different thicknesses and façades made using the same method but with ceramic bricks with optimized rhomboidal interior geometry. Equivalent thermal transmittances of 0.300 W/m2·K were recorded for the rhomboidal brick with a thickness of 0.290 m and a façade with thermo-acoustic insulation and a large format brick on the interior, but the final thickness of the façade was 0.445 m. For ventilated façades made of the proposed rhomboidal brick with thicknesses of 0.290 and 0.240 m an 8–9% improvement was found, with values of 0.312 W/m2·K and 0.339 W/m2·K, respectively. It can be concluded that in view of the small difference in thermal terms, the best option is to use a brick 0.240 m thick, as the overall thickness of the façade will not then exceed 0.300 m.En el presente trabajo se comparan las transmitancias térmicas equivalentes de diferentes fachadas ejecutadas con bloques comerciales de tres espesores 0,290 m, 0,240 m y 0,190 m, con el mismo montaje pero con un bloque cerámico optimizado con geometría interior romboidal. Se ha obtenido una transmitancia térmica equivalente de 0,300 W/m2·K para el ladrillo con geometría romboidal de 0,290 m de espesor y pared con aislamiento termoacústico y gran formato en el interior, con un espesor total de fachada de 0,445 m. Para fachadas ventiladas con el ladrillo romboidal propuesto con espesores de 0,290 y 0,240 m, se obtiene una mejora de un 8%–9%, con valores de 0,312 W/m2·K y 0,339 W/m2·K, respectivamente. Podemos concluir que, dada la pequeña diferencia en términos térmicos, la mejor opción es el uso de ladrillos de 0,240 m de espesor, siempre y cuando el espesor total de fachada no exceda los 0,300 m.

  12. An improved approach for the application of Trombe wall system to building construction with selective thermo-insulation facades

    Institute of Scientific and Technical Information of China (English)

    JI Jie; LUO ChengLong; SUN Wei; YU HanCheng; HE Wei; PEI Gang

    2009-01-01

    An improved Trombe wall is proposed to adapt to building construction with selective thermo-insula-tion facades (internal and cavity wall insulation, but not external wall insulation system). The case study is conducted in Xining, Capital city of Qinghai province in China, where the general building fa-cades are mostly selective thermo-insulation fagades to fight against the severe cold. A numerical analysis is undertaken to show the effects on the improvement of the building's thermal environment by comparing the improved Trombe wall system with the classical Trombe wall system. The operating efficiency of the improved Trombe wall can be up to 33.85%, an increase of 56%. The results show that the improved Trombe wall works more effectively than the classical Trombe wall system in utilizing solar energy for the sample building.

  13. Integrated Strip Foundation Systems for Small Residential Buildings

    DEFF Research Database (Denmark)

    Rasmussen, Torben Valdbjørn

    2010-01-01

    A prefabricated lightweight element was designed for a strip foundation that was used on site as the bases of two small residential buildings, in this case single-family houses; one was built with a double-brick exterior wall separated by mineral fiber insulation and the other was built with a wood...

  14. Engineering BioBrick vectors from BioBrick parts

    Directory of Open Access Journals (Sweden)

    Knight Thomas F

    2008-04-01

    Full Text Available Abstract Background The underlying goal of synthetic biology is to make the process of engineering biological systems easier. Recent work has focused on defining and developing standard biological parts. The technical standard that has gained the most traction in the synthetic biology community is the BioBrick standard for physical composition of genetic parts. Parts that conform to the BioBrick assembly standard are BioBrick standard biological parts. To date, over 2,000 BioBrick parts have been contributed to, and are available from, the Registry of Standard Biological Parts. Results Here we extended the same advantages of BioBrick standard biological parts to the plasmid-based vectors that are used to provide and propagate BioBrick parts. We developed a process for engineering BioBrick vectors from BioBrick parts. We designed a new set of BioBrick parts that encode many useful vector functions. We combined the new parts to make a BioBrick base vector that facilitates BioBrick vector construction. We demonstrated the utility of the process by constructing seven new BioBrick vectors. We also successfully used the resulting vectors to assemble and propagate other BioBrick standard biological parts. Conclusion We extended the principles of part reuse and standardization to BioBrick vectors. As a result, myriad new BioBrick vectors can be readily produced from all existing and newly designed BioBrick parts. We invite the synthetic biology community to (1 use the process to make and share new BioBrick vectors; (2 expand the current collection of BioBrick vector parts; and (3 characterize and improve the available collection of BioBrick vector parts.

  15. Evaluation of the behavior of brick tile masonry and mortar due to capillary rise of moisture

    Directory of Open Access Journals (Sweden)

    Camino, M. S.

    2014-06-01

    Full Text Available For a better understanding of the behaviour of old brick masonry in facing the rising damp problem, multiple tests were made in the laboratory: water absorption, moisture content, apparent porosity, temperature and thermal camera imaging on brick masonry and its components: brick and mortar. This has allowed us to determine which of the previous tests is the best in predicting the behaviour of a real wall. In addition, the tests have also helped in defining a process to evaluate the moisture content of walls in a buildings, which is important for heritage restoration projects.Para un mejor conocimiento del comportamiento de las fábricas antiguas de ladrillo frente a la ascensión capilar de agua, se han realizado en laboratorio ensayos de absorción de agua, de contenido de humedad, de porosidad aparente, de temperatura e imágenes con cámara termográfica sobre muros de fábrica y sus materiales componentes: ladrillo y argamasa. Ello ha permitido inferir cuál es el ensayo realizado a los ladrillos que mejor predice el comportamiento del muro real. También ha permitido definir un procedimiento para evaluar el contenido de humedad de fábricas existentes, importante para los proyectos de restauración del patrimonio construido.

  16. A Green’s function solution to the transient heat transfer through the building wall

    Directory of Open Access Journals (Sweden)

    Zhongwei Zhu

    2016-03-01

    Full Text Available A Green’s function method is proposed to calculate transient heat flow through the building wall in this article. In order to obtain a simplified analytical solution for dynamic heat transfer problems, approximation is applied to the solution. And it can also make numerical simulation faster. The approximation solution and the exact solution got by MATLAB are compared under four different heat transfer conditions for a practical problem to verify its accuracy. Furthermore, double layer building wall analysis model is developed for practical application.

  17. Developing Innovative Wall Systems that Improve Hygrothermal Performance of Residential Buildings

    Energy Technology Data Exchange (ETDEWEB)

    Robert Tichy; Chuck Murray

    2003-10-01

    This document serves as the Topical Report documenting the first year of work completed by Washington State University (WSU) under US Department of Energy Grant, Developing Innovative Wall Systems that Improve Hygrothermal Performance of Residential Buildings. This project is being conducted in collaboration with Oak Ridge National Laboratory (ORNL), and includes the participation of several industry partners including Weyerhaeuser Company, APA - The Engineered Wood Association, CertainTeed Corporation and Fortifiber. This document summarizes work completed by Washington State University August, 2002 through October, 2003. WSU's primary experimental role is the design and implementation of a field testing protocol that will monitor long term changes in the hygrothermal response of wall systems. In the first year WSU constructed a test facility, developed a matrix of test wall designs, constructed and installed test walls in the test facility, and installed instrumentation in the test walls. By the end of the contract period described in this document, WSU was recording data from the test wall specimens. The experiment described in this report will continue through December, 2005. Each year a number of reports will be published documenting the hygrothermal response of the test wall systems. Public presentation of the results will be made available to the building industry by industry partners and the University cooperators.

  18. Developing Innovative Wall Systems that Improve Hygrothermal Performance of Residential Buildings

    Energy Technology Data Exchange (ETDEWEB)

    Robert Tichy; Chuck Murray

    2006-05-31

    This document serves as the Topical Report documenting work completed by Washington State University (WSU) under U.S. Department of Energy Grant, Developing Innovative Wall Systems that Improve Hygrothermal Performance of Residential Buildings. This project was conducted in collaboration with Oak Ridge National Laboratory (ORNL), and includes the participation of several industry partners including Weyerhaeuser, APA - The Engineered Wood Association, CertainTeed Corporation and Fortifiber. This document summarizes work completed by Washington State University August 2002 through June 2006. WSU's primary experimental role is the design and implementation of a field testing protocol that monitored long term changes in the hygrothermal response of wall systems. During the project period WSU constructed a test facility, developed a matrix of test wall designs, constructed and installed test walls in the test facility, installed instrumentation in the test walls and recorded data from the test wall specimens. Each year reports were published documenting the hygrothermal response of the test wall systems. Public presentation of the results was, and will continue to be, made available to the building industry at large by industry partners and the University.

  19. Fireclay Refractory Bricks

    Institute of Scientific and Technical Information of China (English)

    Zhang Xiaohui

    2010-01-01

    @@ 1 Scope This standard specifies the classification,brand,shape,dimension,technical requirements,test methods,quality appraisal procedures,packing,marking,transportation,storage,and quality certificate of fireclay refractory bricks.

  20. Slide Gate Bricks

    Institute of Scientific and Technical Information of China (English)

    Wang Jing; Peng Xigao

    2010-01-01

    @@ 1 Scope This standard specifies the classification,shape,dimension,technical requirements,test methods,quality appraisal procedures,packing,marking,transportation,storage,and quality certificate of slide gate bricks.

  1. Monitoring Thermal Performance of Hollow Bricks with Different Cavity Fillers in Difference Climate Conditions

    Science.gov (United States)

    Pavlík, Zbyšek; Jerman, Miloš; Fořt, Jan; Černý, Robert

    2015-03-01

    Hollow brick blocks have found widespread use in the building industry during the last decades. The increasing requirements to the thermal insulation properties of building envelopes given by the national standards in Europe led the brick producers to reduce the production of common solid bricks. Brick blocks with more or less complex systems of internal cavities replaced the traditional bricks and became dominant on the building ceramics market. However, contrary to the solid bricks where the thermal conductivity can easily be measured by standard methods, the complex geometry of hollow brick blocks makes the application of common techniques impossible. In this paper, a steady-state technique utilizing a system of two climatic chambers separated by a connecting tunnel for sample positioning is used for the determination of the thermal conductivity, thermal resistance, and thermal transmittance ( U value) of hollow bricks with the cavities filled by air, two different types of mineral wool, polystyrene balls, and foam polyurethane. The particular brick block is provided with the necessary temperature- and heat-flux sensors and thermally insulated in the tunnel. In the climatic chambers, different temperatures are set. After steady-state conditions are established in the measuring system, the effective thermal properties of the brick block are calculated using the measured data. Experimental results show that the best results are achieved with hydrophilic mineral wool as a cavity filler; the worst performance exhibits the brick block with air-filled cavities.

  2. Non-Linear Static Analysis of G+6 Storeyed RC Buildings with Openings in Infill Walls

    Directory of Open Access Journals (Sweden)

    Praveen Rathod

    2014-09-01

    Full Text Available Masonry infill walls are commonly used in the RC frame structure buildings. Openings are inevitable part of the infill walls. Openings in infill walls significantly decrease the lateral strength and stiffness of RC frames. In the present study two-dimensional seven storeyed reinforced concrete (RC building models are considered with of (5%, 25%, and 35% openings Bare frame and soft storey buildings are modeled considering special moment resisting frame (SMRF for medium soil profile and zone III. Concrete block infill walls are modeled as pin-jointed single equivalent diagonal strut. Pushover analysis is carried out for both default and user defined hinge properties as per FEMA 440 guidelines using SAP2000 software. Results of default and user defined hinge properties are studied by pushover analysis. The results of ductility ratio, safety ratio, global stiffness, and hinge status at performance point are compared with the models. Authors conclude that as the percentage of openings increases, vulnerability increases in the infill walls. The user-defined hinge model is better than the default-hinge model in reflecting nonlinear behavior. The misuse of default-hinge properties may lead to unreasonable displacement capacities for existing structures. However, if the default-hinge model is preferred due to simplicity, the user should be aware of what is provided in the program and should avoid the misuse of default-hinge properties.

  3. An Innovative Enhanced Wall to Reduce the Energy Demand in Buildings

    Science.gov (United States)

    Fantozzi, F.; Filipeschi, S.; Mameli, M.; Nesi, S.; Cillari, G.; Mantelli, M. B. H.; Milanez, F. H.

    2017-01-01

    Energy saving in buildings is one of most important issues for European countries. Although in the last years many studies have been carried out in order to reach the zero-consumption house the energy rate due to passive solar heating could be further enhanced. This paper proposes a method for increasing the energy rate absorbed by opaque walls by using a two phase loop thermosyphon connecting the internal and the external façade of a prefabricated house wall. The evaporator zone is embedded into the outside facade and the condenser is indoor placed to heat the domestic environment. The thermosyphon has been preliminary designed and implanted into a wall for a prefabricated house in Italy. An original dynamic thermal model of the building equipped with the thermosyphon wall allowed the evolution of the indoor temperature over time and the energy saving rates. The transient behaviour of the building has been simulated during the winter period by using the EnergyPlusTM software. The annual saving on the heating energy is higher than 50% in the case of a low consumption building.

  4. RESIDENTIAL BUILDING DESIGN CONSIDERING THE BRAZILIAN PERFORMANCE STANDARD: ANALYSES TO WALL PARTITION

    Directory of Open Access Journals (Sweden)

    Luciana Alves Oliveira

    2012-06-01

    Full Text Available In many countries, the design begins by the performance definition of the building parts. The data are then used as a reference to select the viable construction technologies. In Brazil, this practice is still uncommon, mostly in residential projects, because, first, it is defined the architectural characteristics, technological solutions and cost for after consider the technical performance requirements. However, this scenario tends to change due to the publication of the Brazilian performance standard ABNT NBR 15575 (2008 that establishes requirements and quantitative parameters to the five main residential building subsystems (structure, floors, wall partition, envelope and covering, and hydraulic installations, besides to the general requirements for all building. The current version contains requirements for structural performance, fire safety, watertightness, thermal and acoustic performances, functionality, accessibility, environmental impact, durability and maintenance. This standard also considers the concepts of Service Life, Design Life and guaranties periods. The aim of this paper is to present some considerations which must be included to the design process of wall partition for the accomplishment of the performance requirements of ABNT NBR 15575-4 (2008. The considerations are designed to wall partitions, but they can be used as an example to the others building subsystems. This paper was developed based on the bibliographical research and on four case studies, which illustrate how the design process of the wall partition needs to change and what needs to be worked on in order to attend the performance concept and requirements of NBR 15575 (2008.

  5. [Moisture and mold on the inner walls of prefabricated building slabs--investigating a strange cause].

    Science.gov (United States)

    Kaufhold, T; Fiedler, K; Jung, G; Lindner, M; Gassel, R P

    1997-04-01

    Reasons for indoor-moisture beyond the normal level can be caused by penetrating dampness, condensation-water, and apartment misuse. A fall in the air temperature below the dew point in connection with moulding inside buildings becomes evident mostly at places like badly insulated outer-walls or room-corners. In a number of houses built between 1980 and 1983 in the so called "Plattenbauweise" (prefabricated slabs), exclusively the inner-walls were covered in mould around cracks in the walls. Examinations showed connections between the apartment and the outer-corridor with a slight exchange of air through the cracks. Warm, wet air escaped from the apartment into the outer-corridor, and cold air entered the apartment from the outer-corridor. This temporary fall below the dewpoint caused by suitable variation of temperature probably resulted in the building materials and wallpapers becoming damp, as well as the growth of mould.

  6. Analysis of Building with and with out Shear Wall at Various Heights and Variation of Zone III and Zone V

    Directory of Open Access Journals (Sweden)

    P.Kalpana

    2016-12-01

    Full Text Available It is well recognized that the incorporation of lateral load resisting systems in the form of shear walls, bracing systems etc. improve the structural performance of buildings subjected to lateral forces due to earthquake excitation. The seismic behavior of buildings is strongly affected by the arrangement of shear walls, the rigidity of floors and the connections of floors to the walls. The building with structural shear walls Improve the lateral load resistance. In the present project, an analytical parameter study is done for the structural shear walls with varying height for different models. The load combinations are consideration as per IS 1893 (Part-1:2002. The result in terms of axial forces, lateral displacement and bending moment in the structural shear walls with varying height are compared for different building models considered.As well as two reinforced concrete framed regular buildings with different zones locations of shear walls situated in seismic zone III and zone V have been analyzed in this study. Five-storied buildings were taken with shear-walls and without shear-walls. The design is above verified for this same structure using extended three dimensional analysis of buildings (STAAD Pro V8i software

  7. Engineering BioBrick vectors from BioBrick parts

    OpenAIRE

    Knight Thomas F; Endy Drew; Shetty Reshma P

    2008-01-01

    Abstract Background The underlying goal of synthetic biology is to make the process of engineering biological systems easier. Recent work has focused on defining and developing standard biological parts. The technical standard that has gained the most traction in the synthetic biology community is the BioBrick standard for physical composition of genetic parts. Parts that conform to the BioBrick assembly standard are BioBrick standard biological parts. To date, over 2,000 BioBrick parts have ...

  8. Contributing to Net Zero Building: High Energy Efficient EIFS Wall Systems

    Energy Technology Data Exchange (ETDEWEB)

    Carbary, Lawrence D. [Dow Corning Corporation; Perkins, Laura L. [Dow Corning Corporation; Serino, Roland [Dryvit Systems, Inc; Preston, Bill [Dryvit Systems, Inc; Kosny, Jan [Fraunhofer USA, Inc. CSE

    2014-01-29

    The team led by Dow Corning collaborated to increase the thermal performance of exterior insulation and finishing systems (EIFS) to reach R-40 performance meeting the needs for high efficiency insulated walls. Additionally, the project helped remove barriers to using EIFS on retrofit commercial buildings desiring high insulated walls. The three wall systems developed within the scope of this project provide the thermal performance of R-24 to R-40 by incorporating vacuum insulation panels (VIPs) into an expanded polystyrene (EPS) encapsulated vacuum insulated sandwich element (VISE). The VISE was incorporated into an EIFS as pre-engineered insulation boards. The VISE is installed using typical EIFS details and network of trained installers. These three wall systems were tested and engineered to be fully code compliant as an EIFS and meet all of the International Building Code structural, durability and fire test requirements for a code compliant exterior wall cladding system. This system is being commercialized under the trade name Dryvit® Outsulation® HE system. Full details, specifications, and application guidelines have been developed for the system. The system has been modeled both thermally and hygrothermally to predict condensation potential. Based on weather models for Baltimore, MD; Boston, MA; Miami, FL; Minneapolis, MN; Phoenix, AZ; and Seattle, WA; condensation and water build up in the wall system is not a concern. Finally, the team conducted a field trial of the system on a building at the former Brunswick Naval Air Station which is being redeveloped by the Midcoast Regional Redevelopment Authority (Brunswick, Maine). The field trial provided a retrofit R-30 wall onto a wood frame construction, slab on grade, 1800 ft2 building, that was monitored over the course of a year. Simultaneous with the façade retrofit, the building’s windows were upgraded at no charge to this program. The retrofit building used 49% less natural gas during the winter of

  9. Simulation of Natural Gas Saving Through Foam Light Weight Concrete Utilization in Residential Buildings

    Directory of Open Access Journals (Sweden)

    H. Kamalan

    2011-10-01

    Full Text Available Heat loss through walls in houses is remarkable and it shares about 25% of total loss. Utilizing Foam Lightweight Concrete (FLC block in walls may lead to reduction in both gas consumption and greenhouse gas emissions. This is due to heat insulation property of the block and consequently less energy consumption. The main objective of this research was to investigate how FLC block can save natural gas usage within building envelop. A typical residential building was simulated for pressed brick, terra-cotta block, 3D panel, and FLC block by utilizing Behsazan software. Afterwards, building gas consumption and relevant carbon dioxide emissions were compared for abovementioned wall materials, while the building area was constant and its height was variable. Results showed that annual gas reduction attributed to utilizing FLC block walls with different heights varies from 25.7% to 30.6% and from 18.5% to 23.3% in comparison with pressed brick and terra-cotta block walls, respectively. This reduction for 3D panel walls was about 4.6%. Moreover, CO2 emission reduction depending on the number of floors for FLC block walls with pressed brick, terra-cotta block, and 3D panel walls were equal to 20.8 to 24, 15 to 18.3, and 3.4 to 3.8 kg CO2/m2, respectively.

  10. Lightweight concrete blocks with EVA recycled aggregate: a contribution to the thermal efficiency of building external walls

    Directory of Open Access Journals (Sweden)

    De Melo, A. B.

    2013-12-01

    Full Text Available The regions with lots of shoe production suffer environmental impacts from waste generation during manufacturing of insoles and outsoles. Research conducted in Brazil has demonstrated the technical feasibility to recycle these wastes, especially Ethylene Vinyl Acetate (EVA, as lightweight aggregate, in the production of non-structural cement blocks. This article presents an evaluation of thermal performance with measurements of temperature variation in mini walls (1 m2 built with different materials, including various kinds of EVA block and ceramic bricks. Tests have shown efficient thermal performance for masonry blocks with EVA. These results and supplementary estimates contribute to add value to the EVA block, considering that there are good expectations that the component, with the new geometry proposed, can contribute to the energy efficiency of buildings, highlighting its suitability to most Brazilian bioclimatic regions.Las regiones con una gran producción de calzado sufren impactos ambientales derivados de la generación de residuos durante la producción de plantillas y suelas. Investigaciones realizadas en Brasil han demostrado la viabilidad técnica para el reciclaje de estos residuos, especialmente el Etileno Vinil Acetato (EVA, como agregado ligero en la fabricación de bloques de hormigón no estructurales. Este trabajo presenta una evaluación del rendimiento térmico, con mediciones de la variación de la temperatura en pequeñas paredes (1 m2 construidas con diversos materiales, incluyendo algunos tipos de bloques EVA y ladrillos de cerámica. Las pruebas demostraron actuaciones térmicas eficientes para las muestras con bloques EVA. Estos resultados y cálculos adicionales contribuyen con un aporte de valor añadido al bloque EVA, considerando que existen buenas expectativas del componente, con una nueva propuesta de geometría, pudiendo contribuir a la eficiencia energética de edificios, especialmente por su adecuación a la

  11. An approximate method for lateral stability analysis of wall-frame buildings including shear deformations of walls

    Indian Academy of Sciences (India)

    Kanat Burak Bozdogan; Duygu Ozturk

    2010-06-01

    This study presents an approximate method based on the continuum approach and transfer matrix method for lateral stability analysis of buildings. In this method, the whole structure is idealized as an equivalent sandwich beam which includes all deformations. The effect of shear deformations of walls has been taken into consideration and incorporated in the formulation of the governing equations. Initially the stability differential equation of this equivalent sandwich beam is presented, and then shape functions for each storey is obtained by the solution of the differential equations. By using boundary conditions and stability storey transfer matrices obtained by shape functions, system buckling load can be calculated. To verify the presented method, four numerical examples have been solved. The results of the samples demonstrate the agreement between the presented method and the other methods given in the literature.

  12. Aerophytic Cyanobacteria as a Factor in the Biodegradation of Technical Materials on External Building Walls

    Directory of Open Access Journals (Sweden)

    Piontek Marlena

    2014-12-01

    Full Text Available A study conducted at the Institute of Environmental Engineering, University of Zielona Góra showed the presence of 4 species of aerophytic cyanobacteria in the biological material sampled from the external building wall with visible biocorrosion: Gloeocapsa montana Kützing, Phormidium calcareum Kützing, Aphanothece saxicola Nägeli, Gloeothece caldariorum (P. Richter Hollerbach. High levels of moisture were detected in the places of biofilm occurrence.

  13. Aerophytic Cyanobacteria as a Factor in the Biodegradation of Technical Materials on External Building Walls

    Science.gov (United States)

    Piontek, Marlena; Lechów, Hanna

    2014-12-01

    A study conducted at the Institute of Environmental Engineering, University of Zielona Góra showed the presence of 4 species of aerophytic cyanobacteria in the biological material sampled from the external building wall with visible biocorrosion: Gloeocapsa montana Kützing, Phormidium calcareum Kützing, Aphanothece saxicola Nägeli, Gloeothece caldariorum (P. Richter) Hollerbach. High levels of moisture were detected in the places of biofilm occurrence.

  14. Estimation of Solar Energy on Vertical 3D Building Walls on City Quarter Scale

    Science.gov (United States)

    Jaugsch, F.; Löwner, M.-O.

    2016-10-01

    In urban areas, solar energy is one promising source of renewable energy to achieve the EU parliament's goal of reducing CO2 emissions by 20 % compared to 1990. Although annual radiation on vertical walls is lower than that on roof surfaces, they are larger in area and, therefore may contribute to energy production. On the other hand, the modelling of shadowing effects is cost intensive in an complex urban environment. Here we present a method for the calculation of solar potential on vertical walls for simple 2D maps with additional building height information. We introduced observer point columns that enable a fast decision whether a whole vertical set of observer points is illuminated or not. By the introduction of a maximum shade length, we reduce processing time in ArcGIS. 206,291 points of 130 buildings have been analysed in time steps of 15 minutes resulting in 15 769 pairs of solar angles. Results disprove the potential of vertical walls serving to fill the winter gap of roof mounted solar energy plants. Best wall orientation for the deployment of solar panels are west and east in summer, whereas it is southeast in winter.

  15. ESTIMATION OF SOLAR ENERGY ON VERTICAL 3D BUILDING WALLS ON CITY QUARTER SCALE

    Directory of Open Access Journals (Sweden)

    F. Jaugsch

    2016-10-01

    Full Text Available In urban areas, solar energy is one promising source of renewable energy to achieve the EU parliament’s goal of reducing CO2 emissions by 20 % compared to 1990. Although annual radiation on vertical walls is lower than that on roof surfaces, they are larger in area and, therefore may contribute to energy production. On the other hand, the modelling of shadowing effects is cost intensive in an complex urban environment. Here we present a method for the calculation of solar potential on vertical walls for simple 2D maps with additional building height information. We introduced observer point columns that enable a fast decision whether a whole vertical set of observer points is illuminated or not. By the introduction of a maximum shade length, we reduce processing time in ArcGIS. 206,291 points of 130 buildings have been analysed in time steps of 15 minutes resulting in 15 769 pairs of solar angles. Results disprove the potential of vertical walls serving to fill the winter gap of roof mounted solar energy plants. Best wall orientation for the deployment of solar panels are west and east in summer, whereas it is southeast in winter.

  16. Mud Brick Resilience

    DEFF Research Database (Denmark)

    Johannessen, Runa

    2012-01-01

    In the seemingly endless circle of demolition and illegal rebuilding hand-made mud bricks produced from the soil of contested territory become an act of resistance. In June 2011, the Palestinian village Fasayel encountered the Israeli military’s demolition of 21 of the village’s built structures....

  17. Laboratory evaluation of cement treated aggregate containing crushed clay brick

    Directory of Open Access Journals (Sweden)

    Liqun Hu

    2014-10-01

    Full Text Available The waste clay bricks from debris of buildings were evaluated through lab tests as environmental friendly materials for pavement sub-base in the research. Five sets of coarse aggregates which contained 0, 25%, 50%, 75% and 100% crushed bricks, respectively, were blended with sand and treated by 5% cement. The test results indicated that cement treated aggregate which contains crushed clay brick aggregate had a lower maximum dry density (MDD and a higher optimum moisture content (OMC. Moreover, the unconfined compressive strength (UCS, resilience modulus, splitting strength, and frost resistance performance of the specimens decreased with increase of the amount of crushed clay brick aggregate. On the other hand, it can be observed that the use of crushed clay brick in the mixture decreased the dry shrinkage strain of the specimens. Compared with the asphalt pavement design specifications of China, the results imply that the substitution rate of natural aggregate with crushed clay brick aggregate in the cement treated aggregate sub-base material should be less than 50% (5% cement content in the mixture. Furthermore, it needs to be noted that the cement treated aggregate which contains crushed clay bricks should be cautiously used in the cold region due to its insufficient frost resistance performance.

  18. Analytical study of building height effects over Steel Plate Shear Wall Behavior

    Directory of Open Access Journals (Sweden)

    Benyamin Kioumarsi

    2016-09-01

    Full Text Available In the latest three decades, the steel plate shear walls (SPSW system has emerged as a promising lateral load resisting system for both construction new buildings and retrofit of existing buildings. This system has acceptable stiffness for control of structure displacement, ductile failure mechanism and high energy absorption. This paper will quantify the effect of increasing the height over analytical behavior of SPSW (height effect. Considering abundant emergence of high-rise buildings all over the world in recent years and their need for strengthening, the importance of the studies presented in this paper cannot be overemphasized for optimum height usage of SPSW lateral resisting system. The study was performed through design of four models of dual system with special moment frames capable of resisting at least 25% of prescribed seismic forces. In this article, structure buildings consisting of 5, 10, 15 and 20 stories have been modelled. Results consisting of story shear absorption, support reaction forces, lateral story displacement and drift index have investigated for different cases. Results show that SPSW absorbs more shears at the lower stories than top stories. Furthermore, axial reaction of edge supports experience decreasing rate corresponding to increase in the story numbers. Drift magnitude of steel plate shear wall with the 5 stories has the maximum value at the top story while the systems with the 10 and the 15 stories have maximum drift at lower stories.

  19. Four 3D "brick-wall"-like metal-organic frameworks with a flexible ligand of (S,S,R,R)-1,2,3,4-cyclopentanetetracarboxylic acid: crystal structures, luminescent and magnetic properties.

    Science.gov (United States)

    Cui, Lin; Luan, Xin-Jun; Zhang, Cui-Ping; Kang, Yi-Fan; Zhang, Wen-Tao; Wang, Yao-Yu; Shi, Qi-Zhen

    2013-02-01

    To investigate the conformation of cyclopentanetetracarboxylic acid, four new "brick-wall"-like metal-organic frameworks have been synthesized from hydrothermal reactions with different metal salts, (S,S,R,R)-1,2,3,4-cyclopentanetetracarboxylic acid (H(4)cptc) and auxiliary N-donor ligands, namely, Cu(2)(S,S,R,R-cptc)(bpe)(H(2)O)(2)·2H(2)O (1), Co(2)(S,S,R,R-cptc)(bpe)(0.5)(H(2)O)(2)·2H(2)O (2), Cd(4)(S,S,R,R-cptc)(2)(bpa)(2)(H(2)O)(5)·2H(2)O (3) and Co(2)(S,S,R,R-cptc)(bpy)(0.5)(H(2)O)(2)·2(H(2)O) (4) (bpe = 4-(2-(pyridine-4-yl)vinyl)pyridine, bpa = 4-(2-(pyridine-4-yl)ethyl)pyridine, bpy = 4-(pyridine-4-yl)pyridine). The complexes were further characterized by single-crystal X-ray diffraction, power X-ray diffraction, FT-IR spectra, fluorescent measurements and variable-temperature magnetic susceptibility measurements. The results of the structural investigations show that 1 is a charming (3,3,4)-trinodal architecture, 3 is an interesting trinodal (3,4,5)-connected architecture, and 2 and 4 are isostructural, which are both (4,5)-connected networks. In addition, the magnetic measurements indicate that 2 and 4 show weak antiferromagnetic interactions, and the fluorescent measurement shows the strong solid-state fluorescent emission at room temperature for 3.

  20. Evaluation of the effects of vegetation and green walls on building thermal performance and energy consumption

    Science.gov (United States)

    Susorova, Irina

    This research explored the use of vegetation in building facades as a potential solution to the problems of urban ecology and the excessive energy consumption in buildings. Vegetated facades substantially reduce building energy use, reduce the urban heat island effect, improve air quality, and increase the biodiversity of plants and animals in cities. The goal of this research was to evaluate the effects of plants on building thermal performance and energy consumption by developing a thermal model of a building facade covered with a layer of plants. The developed mathematical model accounts for thermal physical processes in a vegetated exterior wall including solar radiation, infrared radiative exchange between the facade and sky, the facade and ground, the facade and vegetation layer, convection to and from the facade, evapotranspiration from the plant layer, heat storage in the facade material, and heat conduction through the facade. The model calculates vegetated facade surface temperature and heat flux through the facade for multiple weather conditions, plant physiological characteristics, and facade parameters inputs. The model was validated with the results of a one-week long experiment measuring the thermal properties of bare and vegetated facades on the Illinois Institute of Technology campus. The experiment and subsequent sensitivity analysis demonstrated that a plant layer can effectively reduce the facade exterior surface temperature, daily temperature fluctuations, exterior wall temperature gradient, and, as a result, provide as much additional thermal insulation to the facade as a 2.5 cm layer of expanded polystyrene insulation. The vegetated facade model was also used to analyze the reduction in energy consumption in generic office and residential thermal zones for multiple parameters. The simulations showed that energy reduction could be as high as 6.2% of annual total energy use and 34.6% of cooling energy use in residential thermal zones. Overall

  1. Wind environment for a high-rise building adjacent to a vertical wall

    Institute of Scientific and Technical Information of China (English)

    W.K.CHOW

    2003-01-01

    Adequate provision of natural ventilation in tropical areas is regarded as one of the design cntena for assessing ‘green'' or ’‘sustainable'' building. Driving forces for natural ventilation in those areas are basically wind-induced action, not stack effect nor buoyancy of warm air columns. Wind-induced air movement is a transient phenomenon depends not only on the wind speeds measured in some designated sites, but strongly affected by the surrounding environment. This is particularly obvious in a dense urban area where buildings are closely built together. For a building located adjacent to a taller building, turbulent effects due to incident wind fields would be important. Note that windows or even refuge floors might be opened at some levels, giving flow paths to change the entire patterns of air flow and pressure distnbution. In this paper, the wind-induced indoor airflow in a building adjacent to a vertical wall is studied by Computational Fluid Dynamics. A CFD software based on large-eddy simulations is selected. Different scenanos on building height, openings and distances away from the vertical wall will be simulated. Incident airflows of a parabolic boundary layer and a top-hat flow pattern are considered. The separate flow at the sharp comer would be different for these two incident airflow profiles. Results are useful not only for providing better ventilation design, but also for working out fire safety management in case of accidents. Note that smoke, or even flame, will spread by following the wind-induced air motion.

  2. Some examples of external colouration on English brick buildings, c. 1500-1650 Étude de façades peintes de palais anglais, entre 1500 et 1650

    Directory of Open Access Journals (Sweden)

    Jonathan Foyle

    2008-06-01

    Full Text Available De études récentes réalisées sur les palais de Hampton Court et Kew Palace ont révélé l’histoire de la couleur des façades. Deux approches successives ont pu être définies. Au xvie siècle, on choisit de simuler une façade de brique par l’emploi de peintures rouge, blanche et noire. Cet usage met en avant la brique dans toute sa dimension décorative. Au xviie siècle, on s’intéresse plutôt à l’usage d’un enduit ocre rouge uniforme appelé « ruddle ». Cette pratique efface la présence de la brique et accentue l’impression d’homogénéité et de « monolithisme » des bâtiments. Cette intervention examine les origines possibles de ces traditions et expose les conséquences du rétablissement de la technique du « ruddling » à Kew Palace.The application of coloured limewashes as external surface finishes on many historic English buildings largely determined the original appearance and intended effect of their architecture. As the final stage in the process of construction, limewashes were more than the thin cosmetics which created the skin‑deep beauty of the building; they could articulate and emphasize chosen architectural elements, or conversely suppress the busy individual units of mural masonry in favour of revealing the entire building in a monolithic homogeneity of colour and texture. This paper examines some English brick buildings of c. 1500‑1650 with which the author is familiar, and asks of the surviving evidence to what extent, how and why colour was applied.

  3. To Problem Pertaining to Calculation of Resistance to Heat Transfer in Modern Structures of Building External Walls

    Directory of Open Access Journals (Sweden)

    L. V. Nesterov

    2007-01-01

    Full Text Available The paper presents a new methodology for determination of resistance to heat transfer of building external walls with the introduction of heat engineering uniformity factors obtained on the basis of calculating two- and three-dimensional temperature pattern. The methodology makes it possible to take into account influence of joints, connections with adjoining structures and jambs of external walls.

  4. The Brick Moon

    Science.gov (United States)

    2004-01-01

    Science fiction writers, like Jules Verne in France and Edward Everett Hale in America, had discovered one of the most vital elements in the formula for space travel-a fertile imagination. The first known proposal for a marned-satellite appears in a story by Hale entitled 'The Brick Moon' published in 1899. The story involved a group of young Bostonians who planned to put an artificial satellite into polar orbit for sailors to use to determine longitude accurately and easily. They planned to send a brick satellite into orbit because the satellite would have to withstand fire very well. The Satellite's 37 inhabitants signaled the Earth in morse code by jumping up and down on the outside of the satellite.

  5. Microwave detection of surface and volume moisture in building walls and related structures

    Science.gov (United States)

    Bastida, E. M.; Ricca, A. M.

    Microwave technique for non-contacting volume and surface moisture measurements in concrete and building walls is described. The reflection and attenuation coefficients of an electromagnetic wave, in the microwave spectrum region, impinging upon a humid wall are studied. Reflection and attenuation are related to the water content. The attenuation coefficient is related to the space-average humidity, while reflection measurements depend also on the humidity profile. By means of a computer simulation surface humidity and surface humidity gradient are both measured by reflectometric techniques. Combining reflection and attenuation measurements, information about the humidity profile is obtained in a non-contacting way. Experimental results on reflection and attenuation measurements are also presented.

  6. Industrial wastes for firing Bricks

    Institute of Scientific and Technical Information of China (English)

    ZhanXuanye; LuGuansheng; Gaojun

    2005-01-01

    The paper discusses the feasibility on utilizing high-calcium industrial wastes in firing brick. In China, industrial wastes with over 10% calcium oxide is not regarded as raw materials for producing brick, so it is limited to use industrial wastes. The paper gives out the ideas that high-calcium industrial wastes can be used to produce fired brick by good raw material preparation process and proper methods.

  7. Evaluation of the potential for using Greenlandic marine sediments for brick production

    DEFF Research Database (Denmark)

    Belmonte, Louise Josefine; Bertelsen, Ida Maria Gieysztor

    2016-01-01

    Fine grained marine sediments from near the Greenlandic towns of Ilulissat, Kangerlussuaq and Sisimiut were assessed as raw materials for local production of building bricks. The assessment included both analysis of the sediment characteristics and physical properties of miniature test brick...

  8. Building a multi-walled carbon nanotube-based mass sensor with the atomic force microscope

    DEFF Research Database (Denmark)

    Mateiu, Ramona Valentina; Kuhle, A.; Marie, Rodolphe Charly Willy;

    2005-01-01

    We report an approach for building a mass sensor based on multi-walled carbon nanotubes (MWCNT). We propose a method with a great potential for the positioning of MWCNTs based on self-assembly onto patterned hydrophilic areas. For the experiments ultra flat mica substrates covered with gold...... are used. The gold substrate is first covered with hydrophobic thiol molecules: octadecanthiol. The octadecanthiol molecules are then selectively removed from small areas by nanoshaving the gold substrate with the tip of an atomic force microscope (AFM) operating in contact mode. Hydrophilic thiols (2...

  9. The influence of thermal insulation position in building exterior walls on indoor thermal comfort and energy consumption of residential buildings in Chongqing

    Science.gov (United States)

    Wang, D.; Yu, W.; Zhao, X.; Dai, W.; Ruan, Y.

    2016-08-01

    This paper focused on the influence of using position of thermal insulation materials in exterior walls on the indoor thermal comfort and building energy consumption of residential building in Chongqing. In this study, four (4) typical residential building models in Chongqing were established, which have different usage of thermal insulation layer position in exterior walls. Indoor thermal comfort hours, cooling and heating energy consumption of each model were obtained by using a simulation tool, Energyplus. Based on the simulation data, the influence of thermal insulation position on indoor thermal comfort and building energy consumption in each season was analyzed. The results showed that building with internal insulation had the highest indoor thermal comfort hours and least cooling and heating energy consumption in summer and winter. In transitional season, the highest indoor thermal comfort hours are obtained when thermal insulation is located on the exterior side.

  10. Optimum Insulation Thickness for Walls and Roofs for Reducing Peak Cooling Loads in Residential Buildings in Lahore

    Directory of Open Access Journals (Sweden)

    SIBGHA SIDDIQUE SIDDIQUE

    2016-10-01

    Full Text Available Thermal insulation is the most effective energy saving measure for cooling in buildings. Therefore, the main subject of many engineering investigations is the selection and determination of the optimum insulation thickness. In the present study, the optimum insulation thickness on external walls and roofs is determined based on the peak cooling loads for an existing residential building in Lahore, Pakistan. Autodesk® Revit 2013 is used for the analysis of the building and determination of the peak cooling loads. The analysis shows that the optimum insulation thickness to reduce peak cooling loads up to 40.1% is 1 inch for external walls and roof respectively.

  11. Direct and Indirect Impacts of Vegetation on Building Comfort: A Comparative Study of Lawns, Green Walls and Green Roofs

    Directory of Open Access Journals (Sweden)

    Laurent Malys

    2016-01-01

    Full Text Available Following development and validation of the SOLENE-microclimat tool, the underlying model was used to compare the impacts of various “greening strategies” on buildings’ summer energy consumption and indoor comfort. This study distinguishes between direct and indirect impacts by successively implementing the test strategies on both the studied building and surrounding ones; it also considers insulated vs. non-insulated buildings. Findings indicate that green walls have a direct effect on indoor comfort throughout the entire building, whereas the effect of green roofs is apparently primarily confined to the upper floor. Moreover, the indirect effect of a green wall is greater, mainly due to the drop in infrared emissions resulting from a lower surface temperature. It has also been proven that the indirect effects of green walls and surrounding lawns can help reduce the loads acting on a non-insulated building.

  12. ROLE OF SOME TREATMENTS ON ENHANCING THE ECO-FRIENDLY UTILIZATION OF LIGNOCELLULOSIC WASTES IN PRODUCTION OF CEMENT-FIBER BRICKS

    Directory of Open Access Journals (Sweden)

    Altaf Halim Basta

    2011-04-01

    Full Text Available Rice straw (RS and sawdust (SD were evaluated for the manufacturing of fiber-cement bricks. The utilization of these bio-wastes will contribute to the reduction of the environmental impact of waste disposal. Pre-treating the fiber wastes, mechanically and/or chemically, was carried out before mixing them with cement and the appropriate amount of water. This approach was done for trials to reduce the tendency of fibers to absorb water, and consequently overcome the side effects of exposing the fiber-bricks to humidity. Different chemical treating agents, based on organic and inorganic materials, were used, e.g., gelatin-hexamine mixture, sodium silicate, and linseed oil. The results obtained show that the investigated organic treatments, especially linseed oil, were effective to reduce the water retention value (WRV of RS and SD by 60% and 65%, respectively. The treatment provided bricks with compressive strengths of 4.9 MPa and 5.4 MPa, respectively. According to the Engineering Encyclopedia of Building standards, these values are suitable for construction purposes. The bricks manufactured from linseed oil-treated fibers with cement and Nitobond AR may be suited for load-bearing walls, since the compressive strength reached is 7.8 to 8.6 MPa.

  13. Experimental study and advanced CFD simulation of fire safety performance of building external wall insulation system

    Directory of Open Access Journals (Sweden)

    Yan Zhenghua

    2013-11-01

    Full Text Available Large scale fire tests of building external wall insulation system were conducted. In the experiment, thermal-couples were mounted to measure the insulation system surface temperature and the gas temperature inside rooms at the second and third floors. Photos were also taken during the fire tests. The measurement provides information of the ignition and fire spread of the external insulation system which consists of surface protection layer, glass fibre net, bonding thin layer, anchor and the load bearing wall. Comprehensive simulations of the fire tests were carried out using an advanced CFD fire simulation software Simtec (Simulation of Thermal Engineering Complex [1, 2], which is now released by Simtec Soft Sweden, with the turbulent flow, turbulent combustion, thermal radiation, soot formation, convective heat transfer, the fully coupled three dimensional heat transfer inside solid materials, the ‘burn-out' of the surface protection layer and the pyrolysis of the insulation layer, etc, all computed. The simulation is compared with experimental measurement for validation. The simulation well captured the burning and fire spread of the external insulation wall.

  14. 《苏州城墙》:复活每一块城砖的历史记忆--以城墙为中心的吴文化巡礼%The City Walls of Suzhou:To Resurrect the Historical Memory of Each Block Bricks:A Survey of Wu Culrure Centering on City Walls

    Institute of Scientific and Technical Information of China (English)

    孙宗广

    2013-01-01

    The City Walls of Suzhou is not a ifrst book on city walls, but compared with similar studies home and abroad, this book, in addition to full and accurate data, pictures, has several prominent features:general size and tolerance, the pursuit of archaeology and measurement precision, highlight of the Wu culture. As for the protection of Suzhou city wall and rehabilitation, this book follows the principles of authenticity and integrity, rather than large-scale restoration and construction. The full collection and collation of literature on ancient city wall, the completion of archaeological and measuring work of the Suzhou ancient city wall ruins and the recovery of historical memory of every piece of brick, are supposed to go before the rehabilitation work. The publication of The City Walls of Suzhou is a remarkable step in all the above-mentioned solid work.%《苏州城墙》一书无意开城墙研究的风气之先,但与国内外的同类研究专著相比,该著除了资料翔实、图文并茂之外,具有几个突出特点:通史的规模与气度、追求考古与测量的精确、凸显吴文化的深厚底蕴。关于苏州城墙的保护与复建,该著认为应认真调研、循序渐进,遵循真实性和整体性原则,不必急于大规模复原与兴建。充分搜集整理古城墙的文献资料、完成苏州古城墙遗址的考古与测量、恢复每一块城砖的历史记忆,理应是走在复建前面的更为扎实有益的工作。《苏州城墙》的编著出版,便是这扎实工作中具有标志性的一步。

  15. More than Bricks and Mortar

    Science.gov (United States)

    Stanistreet, Paul

    2009-01-01

    Gaythorne Row, a terrace of Victorian back-to-back houses in Great Horton, was earmarked for demolition when, in 1986, Bradford Industrial Museum took possession of the three cottages and transported them, brick by brick, to the museum site four miles away. The houses were built in 1876, a year later than the old worsted spinning mill in which the…

  16. Water absorption in brick masonry

    NARCIS (Netherlands)

    Brocken, H.J.P.; Smolders, H.R.

    1996-01-01

    The water absorption in brick, mortar that was cured separately, and masonry samples was studied using NMR. Models of the moisture transport are usually formulated on the basis of a diffusion equation. In the case of water absorption in separate brick and mortar samples, the moisture diffusivity in

  17. Use of Cement-Sand Admixture in Laterite Brick Production for Low Cost Housing

    Directory of Open Access Journals (Sweden)

    Isaac Olufemi AGBEDE

    2008-06-01

    Full Text Available Laterite was modified with 45% sand content by dry weight and stabilized with up to 9% cement content respectively and used in the production of 330 mm × 150 mm × 150 mm bricks through the application of a pressure of 3 N/mm2 with a brick moulding machine. Results showed that laterite used in this study cannot be stabilized for brick production within the economic cement content of 5% specified for use in Nigeria. However, bricks made with laterite admixed with 45% sand and 5% cement attained a compressive strength of 1.80 N/mm2 which is greater than the specified minimum strength value of 1.65 N/mm2. Cost comparison of available walling materials in Makurdi metropolis showed that the use of bricks made from 45% sand and 5% cement resulted in a saving of 30 - 47% when compared with the use of sandcrete blocks while the use of fired clay bricks resulted in a savings of 19% per square meter of wall. The study therefore recommends the use of laterite bricks in Makurdi and other locations because it is more economical and environmental friendly than fired clay bricks.

  18. Black Hole Entropy without Brick Walls

    OpenAIRE

    Demers, J. -G.; Lafrance, R.; Myers, R. C.

    1995-01-01

    We present evidence which confirms a suggestion by Susskind and Uglum regarding black hole entropy. Using a Pauli-Villars regulator, we find that 't Hooft's approach to evaluating black hole entropy through a statistical-mechanical counting of states for a scalar field propagating outside the event horizon yields precisely the one-loop renormalization of the standard Bekenstein-Hawking formula, $S=\\A/(4G)$. Our calculation also yields a constant contribution to the black hole entropy, a contr...

  19. Black hole entropy without brick walls

    Science.gov (United States)

    Demers, Jean-Guy; Lafrance, René; Myers, Robert C.

    1995-08-01

    We present evidence which confirms a suggestion by Susskind and Uglum regarding black hole entropy. Using a Pauli-Villars regulator, we find that 't Hooft's approach to evaluating black hole entropy through a statistical-mechanical counting of states for a scalar field propagating outside the event horizon yields precisely the one-loop renormalization of the standard Bekenstein-Hawking formula S=scrA/(4G). Our calculation also yields a constant contribution to the black hole entropy, a contribution associated with the one-loop renormalization of higher curvature terms in the gravitational action.

  20. Problem-Solving: Scaling the "Brick Wall"

    Science.gov (United States)

    Benson, Dave

    2011-01-01

    Across the primary and secondary phases, pupils are encouraged to use and apply their knowledge, skills, and understanding of mathematics to solve problems in a variety of forms, ranging from single-stage word problems to the challenge of extended rich tasks. Amongst many others, Cockcroft (1982) emphasised the importance and relevance of…

  1. Another four bricks in the wall

    Science.gov (United States)

    Burdette, Shawn C.; Ball, Philip; Day, Kat; Scerri, Eric R.; Thornton, Brett F.

    2016-04-01

    Of all the things humans can bestow names upon, new chemical elements are about the rarest. Our group of periodic table experts attempts to read the tea leaves and predict the names for elements 113, 115, 117 and 118.

  2. The Domus Tiberiana Project (Rome. The supply of bricks for the Hadrianic construction works along the Nova Via

    Directory of Open Access Journals (Sweden)

    Mirella Serlorenzi

    2017-01-01

    Full Text Available The Domus Tiberiana Project started in 2013 and is coordinated by the Soprintendenza Speciale per il Colosseo e l’area archeologica centrale di Roma. It aims at a new and comprehensive study of the first imperial palace on the Palatine. Several aspects are considered, integrating the results of preceding research into new analyses archived inside the GIS SITAR of the Soprintendenza: the study of wall stratigraphy, building techniques, decoration systems, archaeological finds, and architectural restorations. This paper shows the first results of the survey of building techniques and materials used in the Hadrianic block along the western section of the Nova Via, built at the same time as the enlargement of the north-western corner of the Domus Tiberiana. In particular, metrological analysis of bricks has proved how the different supplies of bipedales, sesquipedales, bessales, broken roof tiles and reused bricks were arranged inside the building. In fact it seems that the distribution of building techniques in the different portions of the construction was planned according to an economic and structural rationale.

  3. Equivalent Strut Method for the Modelling of Masonry Infill Walls in the Nonlinear Static Analysis of Buildings

    Science.gov (United States)

    Adukadukam, A.; Sengupta, A. K.

    2013-05-01

    In the seismic analysis of a framed building with masonry infill walls, it is necessary to model the effect of the walls on the lateral stiffness, strength and ductility of the building. The equivalent strut method is convenient for modelling the walls in a large building. However, an appropriate axial load versus deformation relationship for the strut is required in a nonlinear static method of seismic analysis, such as the pushover analysis. The present study proposes a nonlinear axial hinge property for the strut, with suitable performance levels. First, the equivalent strut method and the suitability of two approaches available in the literature for modelling the properties of the struts, are briefly discussed. Next, the nonlinear axial load versus deformation relationship is developed based on experimental data compiled from the literature. The parabolic-plastic relationship is idealized as a tri-linear axial hinge property, so that it can be incorporated in commercial software for undertaking pushover analysis. Next, the use of the hinge property is demonstrated in the pushover analyses of two framed reinforced concrete buildings. The pushover curves based on the proposed hinge property shows improved modelling of the inelastic drifts of the buildings. Although the modelling of a wall using a single strut has limitations, the proposed methodology is practical for a pushover analysis of a building.

  4. Identification of thermal properties distribution in building wall using infrared thermography

    Science.gov (United States)

    Brouns, Jordan; Dumoulin, Jean

    2016-04-01

    [1] L. Ibos, J-P. Monchau, V. Feuillet, Y. Candau, A comparative study of in-situ measurement methods of a building wall thermal resistance using infrared thermography, in Proc. SPIE 9534, Twelfth International Conference on Quality Control by Artificial Vision 2015, 95341I (April 30, 2015); doi:10.1117/12.2185126 [2] Nassiopoulos, A., Bourquin, F., On-site building walls characterization, Numerical Heat Transfer, Part A : Applications, 63(3) :179 :200, 2013 [3] J. Brouns, Développement d'outils numériques pour l'audit énergétique des bâtiments, PhD thesis, Université Paris-Est, SIE, 2014 [4] J.-L. Lions, Contrôle optimal de systèmes gouvernés par des équations aux dérivées partielles. Book, Dunod editor, 1968.

  5. Mechanical Properties of Sustainable Adobe Bricks Stabilized With Recycled Sugarcane Fiber Waste

    Directory of Open Access Journals (Sweden)

    Christian Bock-Hyeng

    2016-09-01

    Full Text Available In the pursuit of cheaper and more sustainable building materialsto meethousing demands in developing countries like Cameroun, the mechanicalproperties ofadobe bricks which have been stabilized with recycled sugarcane fiber waste were investigated. Laboratory experiments were conducted using sugarcanefiber waste stabilized adobe brick specimens with fiber proportions of 0%, 0.3%, 0.6%, 1.2%, 2% and 3% by weight.Fiber stabilization increased compressive strength by 58.61% for 3% bricks, reaching 4.79 MPa.Further, 3% fiber stabilized bricks shrunk by 7.49%, while the non-stabilized bricksshrunk by 12.13%. Also, 3% bricks lasted for one week before deterioration when immersed in water, while the non-stabilized bricks lasted for only a few hours. The findings confirmed that sugarcane fiber waste stabilized adobe bricks have improved strength, durability and stability. The use of abandoned sugarcane fiber waste in adobe bricks will contribute to the development of more durable, sustainable and stronger adobe brick structures, as well as reduce the environmental and economic challenges associated with the disposal of sugarcane waste

  6. Cellular Concrete Bricks with Recycled Expanded Polystyrene Aggregate

    Directory of Open Access Journals (Sweden)

    Juan Bosco Hernández-Zaragoza

    2013-01-01

    Full Text Available Cellular concrete bricks were obtained by using a lightweight mortar with recycled expanded polystyrene aggregate instead of sandy materials. After determining the block properties (absorption, compressive strength, and tensile stresses, it was found that this brick meets the requirements of the masonry standards used in Mexico. The obtained material is lighter than the commercial ones, which facilitates their rapid elaboration, quality control, and transportation. It is less permeable, which helps prevent moisture formation retaining its strength due to the greater adherence shown with dry polystyrene. It was more flexible, which makes it less vulnerable to cracking walls due to soil displacements. Furthermore, it is economical, because it uses recyclable material and has properties that prevent deterioration increasing its useful life. We recommend the use of the fully dry EP under a dry environment to obtain the best properties of brick.

  7. Properties of Magnesia-Hercynite Brick

    Institute of Scientific and Technical Information of China (English)

    LIU Huilin

    2008-01-01

    Properties of magnesia-hercynite brick were studied. The coatability, thermal shock resistance, corrosion resistance to cement clinker and thermal conductivity were compared with those of magnesia-chrome brick and magnesia-spinel brick used widely in sintering zone of cement rotary kiln. The result shows that magnesia-hercynite brick is better than magnesia-chrome brick in thermal chock resistance and Corrosi on resistance to cement clinker, is similar to magnesia-chrome brick and is better than magnesia-spinel brick in coatability and thermal conductivity.

  8. Speciation and bioaccessibility of mercury in adobe bricks and dirt floors in Huancavelica, Peru

    Science.gov (United States)

    Background: Huancavelica, Peru, a historic cinnabar refining site, is one of the most mercury (Hg) contaminated urban areas in the world. Residents’ exposures are amplified because residents build their adobe brick homes from contaminated soil. Objectives: The objectives of th...

  9. Electrochemical desalination of bricks - Experimental and modeling

    DEFF Research Database (Denmark)

    Skibsted, Gry; Ottosen, Lisbeth M.; Jensen, Pernille Erland;

    2015-01-01

    Chlorides, nitrates and sulfates play an important role in the salt-decay of porous materials in buildings and monuments. Electrochemical desalination is a technology able to remove salts from such porous materials in order to stop or prevent the decay. In this paper, experimental and numerical......-contaminated bricks with respect to the monovalent ions is discussed. Comparison between the experimental and the simulation results showed that the proposed numerical model is able to predict electrochemical desalination treatments with remarkable accuracy, and it can be used as a predictive tool...

  10. Remote sensing of voids in large concrete structures: runways, taxiways, bridges, and building walls and roofs

    Science.gov (United States)

    Weil, Gary J.

    1998-10-01

    Maintenance of our world's infrastructure presents many unique challenges. Engineering and maintenance personnel must maintain around the clock service to millions of people each year while maintaining millions of cubic meters of concrete distributed throughout facilities. This infrastructure includes runways, taxiways, roadways, walkways, bridges, building walls and roofs. Presently only a limited number of accurate and economical techniques exist to test this myriad of concrete structures for integrity and safety as well as insure that they meet original design specifications. Remote sensing, non-destructive testing techniques, such as Infrared Thermography, Ground Penetrating Radar, Magnetometer and Pachometer, measure physical properties affected by the various materials and conditions found within, and under, concrete infrastructure. These techniques have established reputations for accurate investigations of concrete anomalies. This paper will review the applications of different non- destructive testing techniques on many concrete infrastructure components.

  11. Nondestructive testing of airport concrete structures: runways, taxiways, roads, bridges, building walls, and roofs

    Science.gov (United States)

    Weil, Gary J.

    1998-03-01

    Maintenance of airport infrastructure presents many unique challenges. Airport engineering and maintenance personnel must maintain around the clock service to millions of people each year while maintaining millions of cubic meters of concrete distributed throughout the facilities. This infrastructure includes runways, taxiways, roadways, walkways, bridges, building walls and roofs. Presently only a limited number of accurate and economical techniques exist to test this myriad of concrete structures for integrity and safety as well as insure that they meet original design specifications. Remote sensing, non-destructive testing techniques, such as IR thermography, ground penetrating radar, magnetometer and pachometer, measure physical properties affected by the various materials and conditions found within, and under, concrete infrastructure. These techniques have established reputations for accurate investigations of concrete anomalies.

  12. Resonant laser power build-up in ALPS - a "light-shining-through-walls" experiment -

    CERN Document Server

    Ehret, Klaus; Ghazaryan, Samvel; Hildebrandt, Matthias; Knabbe, Ernst-Axel; Kracht, Dietmar; Lindner, Axel; List, Jenny; Meier, Tobias; Meyer, Niels; Notz, D; Redondo, Javier; Ringwald, Andreas; Wiedemann, Günter; Willke, Benno

    2009-01-01

    The ALPS collaboration runs a light-shining-through-walls (LSW) experiment to search for photon oscillations into "weakly interacting sub-eV particles" (WISPs) inside of a superconducting HERA dipole magnet at the site of DESY. In this paper we report on the first successful integration of a large-scale optical cavity to boost the available power for WISP production in this type of experiments. The key elements are a frequency tunable narrow line-width continuous wave laser acting as the primary light source and an electronic feed-back control loop to stabilize the power build-up. We describe and characterize our apparatus and demonstrate the data analysis procedures on the basis of a brief exemplary run.

  13. Review on Effective utilization of RCC Shear walls for Design of Soft Storey Buildings

    Directory of Open Access Journals (Sweden)

    Hiral .D. Adhiya

    2017-01-01

    Full Text Available Multi-storey buildings in metropolitan cities require open taller first storey for parking of vehicle and/or for retail shopping, large space for meeting room or a banking hall owing to lack of horizontal space and high cost. Due to these functional requirements, the first storey has lesser strength and stiffness as compared to upper stories, which are stiffened by masonry infill walls. Increased flexibility of first storey results in extreme deflections, which in turn, leads to concentration of forces at the second storey connections accompanied by large plastic deformation. In addition, most of the energy developed during the earthquake is dissipated by the column of the soft stories. In this process the plastic hinges are formed at the ends of column, which transform the soft stories into a mechanism. In such cases the collapse is unavoidable. Therefore, the soft stories deserve a special consideration in analysis and design.

  14. Nonlinear model calibration of a shear wall building using time and frequency data features

    Science.gov (United States)

    Asgarieh, Eliyar; Moaveni, Babak; Barbosa, Andre R.; Chatzi, Eleni

    2017-02-01

    This paper investigates the effects of different factors on the performance of nonlinear model updating for a seven-story shear wall building model. The accuracy of calibrated models using different data features and modeling assumptions is studied by comparing the time and frequency responses of the models with the exact simulated ones. Simplified nonlinear finite element models of the shear wall building are calibrated so that the misfit between the considered response data features of the models and the structure is minimized. A refined FE model of the test structure, which was calibrated manually to match the shake table test data, is used instead of the real structure for this performance evaluation study. The simplified parsimonious FE models are composed of simple nonlinear beam-column fiber elements with nonlinearity infused in them by assigning generated hysteretic nonlinear material behaviors to uniaxial stress-strain relationship of the fibers. Four different types of data features and their combinations are used for model calibration: (1) time-varying instantaneous modal parameters, (2) displacement time histories, (3) acceleration time histories, and (4) dissipated hysteretic energy. It has been observed that the calibrated simplified FE models can accurately predict the nonlinear structural response in the absence of significant modeling errors. In the last part of this study, the physics-based models are further simplified for casting into state-space formulation and a real-time identification is performed using an Unscented Kalman filter. It has been shown that the performance of calibrated state-space models can be satisfactory when reasonable modeling assumptions are used.

  15. Development and validation of a new TRNSYS type for the simulation of external building walls containing PCM

    Energy Technology Data Exchange (ETDEWEB)

    Kuznik, Frederic; Virgone, Joseph; Johannes, Kevyn [Universite de Lyon, CNRS, INSA de Lyon, CETHIL, UMR 5008, F-69621 Villeurbanne, France Universite Lyon 1, F-69622 (France)

    2010-07-15

    In building construction, the use of phase change materials (PCMs) allows the storage/release of energy from the solar radiation and/or internal loads. The application of such materials for lightweight construction (e.g., a wood house) makes it possible to improve thermal comfort and reduce energy consumption. However, in order to assess and optimize phase change materials included in building wall, numerical simulation is mandatory. For that purpose, a new TRNSYS Type, named Type 260, is developed to model the thermal behavior of an external wall with PCM. This model is presented in this paper and validated using experimental data from the literature. (author)

  16. Experimental and numerical characterization of thermal bridges in prefabricated building walls

    Energy Technology Data Exchange (ETDEWEB)

    Zalewski, Laurent; Lassue, Stephane; Boukhalfa, Kamel [Univ Lille Nord de France, F-59000 Lille (France); UArtois, LGCgE, F-62400 Bethune (France); Rousse, Daniel [Department of Mechanical Engineering, Ecole de Technologie Superieure, Montreal (Canada)

    2010-12-15

    This work is a contribution to the characterization of the thermal efficiency of complex walls of buildings with respect to the ever increasing requirements in thermal insulation. The work specifically concerns the quantitative evaluation of heat losses by thermal bridges. The support of the study is the envelope of industrial light construction walls containing a metal framework, an insulating material inserted in between metal trusses, water and vapor barriers, and the internal and external facings. This article presents first the infrared thermography method which is used to visualize the thermal bridges as well as a genuine complementary experimental method allowing for the determination of the quantitative aspects of the heat losses through the envelope. Tangential-gradient heat fluxmeters, which create little disturbance in the measurements, are used in the context of laboratory and in full-scale insitu experiments. Then, the article presents a simple yet accurate prediction with a three-dimensional numerical method that could be used for the design of specific installations and parametric studies. (author)

  17. Building America Case Study: Construction Guidelines for High R-Value Walls without Exterior Rigid Insulation, Cold Climate Region

    Energy Technology Data Exchange (ETDEWEB)

    2017-01-01

    High-R wall assemblies (R-40 and above) are gaining popularity in the market due to programs like the DOE's Zero Energy Ready Home program, Passive House (PH), Net Zero Energy Home (NZEH) challenges in several states, and highly incentivized retrofit programs. In response to this demand, several builders have successfully used 'double wall' systems to more practically achieve higher R-values in thicker, framed walls. To builders of conventional stick-framed homes, often one of the most appealing features of double wall systems is that there are very few new exterior details. Exterior sheathing, structural bracing, house wrap or building paper, window and door flashing, and siding attachment are usually identical to good details in conventional framed wall systems. The information presented in this guide is intended to reduce the risk of failure in these types of assemblies, increase durability, and result in a reduction of material brought to landfills due to failures and resulting decay. While this document focuses on double wall framing techniques, the majority of the information on how to properly construct and finish high R-value assemblies is applicable to all wall assemblies that do not have foam insulation installed on the exterior of the structural sheathing. The techniques presented have been shown through field studies to reduce the likelihood of mold growth and moisture related damage and are intended for builders, framing contractors, architects, and consultants involved in designing and building super insulated homes.

  18. Theoretical analysis and experimental research of pull-out behavior of bonded steel bar embedded in brick wall of existing masonry structure%既有砌体结构墙体植筋拉拔性能的理论分析与试验研究

    Institute of Scientific and Technical Information of China (English)

    周彬; 吕西林; 任晓崧

    2012-01-01

    The brick wall is comprised of bricks and mortar. The strength of brick wall is low, so it is necessary to do some research on the mechanical property and the failure mode of steel bar embedded in the brick wall. In this paper, according to cone failure mode, shear failure mode and bond failure mode, the calculation formulas of the ultimate pull-out load are deduced. The semi-empirical simplification formula dependent on the strength of brick wall and the embedment depth, is also presented. Pull-out tests on steel bars with different dimension and depth were carried out in 8 masonry structures, which were different in the material strength and construction time. The finite element analysis (FEA) was also carried out. The results of pull-out test and FEA were compared to the results of theoretical analysis, which verified the rationality of the simplified formula. Some suggestions are presented as follows: the strength of mortar must be higher than M2.0, the suggested embedment depth is between 100 mm to 150 mm and the suggested diameters of steel bar are 6 ram, 8 mm and 10 ram.%砌体结构的材料强度较低且砖墙是由砖块与砂浆两种材料复合而成,将植筋技术应用于砌体结构尚未有深入研究。基于锥体破坏、剪切破坏与黏结破坏这三种破坏模式,推导了与植筋深度、墙体强度相关的植筋拉拔承载力的半经验简化计算式;利用8处不同类型的既有砌体结构,针对不同植筋直径、植筋深度进行现场拉拔试验;采用有限元数值分析,对砖墙的植筋拉拔性能进行分析,结合现场拉拔试验的结果,验证了半经验简化计算式的合理性。通过以上理论分析、现场试验,对植筋技术在砌体结构中的应用提出以下建议:在砌体结构中采用植筋,砖墙砂浆的抗压强度应大于M2.0;植筋的直径建议采用6 mm、8 mm或10 mm即可;植筋深度介于100 mm与150 mm之间。

  19. Development and validation of a new TRNSYS type for the simulation of external building walls containing PCM

    OpenAIRE

    Kuznik, F.; Virgone, J.; Johannes, K.

    2010-01-01

    International audience; In building construction, the use of phase change materials (PCMs) allows the storage/release of energy from the solar radiation and/or internal loads. The application of such materials for lightweight construction (e.g., a wood house) makes it possible to improve thermal comfort and reduce energy consumption. However, in order to assess and optimize phase change materials included in building wall, numerical simulation is mandatory. For that purpose, a new TRNSYS Type...

  20. Thermal environmental status testing and analysis of a typical brick-wall solar greenhouse in Tianjin%天津一种典型砖墙日光温室热环境现状的测试与分析

    Institute of Scientific and Technical Information of China (English)

    徐凡; 马承伟; 刘洋; 宋道林

    2013-01-01

    In this paper,we tested the thermal and humidity environmental status in a typical brick-wall solar greenhouse in Tianjin for two winters.The results showed that,daily mean temperature is around 10 ℃,the lowest value is 5.0 ℃ ; daily minimum temperature is 3.4-5.5 ℃ in January and the lowest value is 0.8 ℃,which may cause the crop chilling injury;night temperature indoor is lower and the lowest average night temperature is 2.5 ℃ from December to next February;the night temperature difference between indoor and outdoor is 10-15 ℃.The indoor daily average relative humidity is 66% in the daytime in January,however,the relative humidity is only 50% when soilless culture is used.The average relative humidity at night is high to 99% in all the testing time.Results from this study showed that solar greenhouse can supply proper environment to crops most of the time,but there is still exiting some abnormal conditions (always low temperature and high humidity).We advise to improve the environment performance of solar greenhouse by the following measures:enhance the sunlight transmission from the roof; ensure the solar radiation received by the north wall; advance the thermal insulation and heat storage performance of enclosure structures; improve ventilation and modify cultivation methods.%对天津一种典型的砖墙日光温室进行连续2个冬季的热湿环境现状测试.结果表明:日光温室内日平均气温大部分时间可维持在10℃左右,最冷时仅为5.0℃;日最低气温1月份平均为3.4~5.5℃,极端日最低气温为0.8℃,此温度持续过长则会造成植物的冷害;温室内夜间温度较低,12-02月份室内夜间平均气温最低仅2.5℃;夜间室内外温差为10~15℃.1月份室内白昼平均相对湿度为66%,当采用无土栽培时,湿度仅50%左右;夜间室内相对湿度在整个测试期间都高达99%.可见,日光温室温湿环境大多适宜植物的生长,但仍存在

  1. Perceptions on Barriers to the Use of Burnt Clay Bricks for Housing Construction

    Directory of Open Access Journals (Sweden)

    Bernard K. Baiden

    2014-01-01

    Full Text Available Burnt clay bricks can be readily manufactured in Ghana as all ten regions have significant clay deposits with the Ashanti region having the highest estimated deposit of 37.1 million metric tonnes. In recent times, burnt clay bricks have been regarded as old fashioned and replaced by other perceived modern walling units within Kumasi, the metropolitan capital of Ashanti Region, despite its availability, unique advantages (aesthetics, low maintenance cost, etc., and structural and nonstructural properties. This study involved a questionnaire survey of 85 respondents made up of architects, brick manufacturing firms, and brick house owners or occupants in the Kumasi Metropolis of Ghana and sought to examine their perceptions on barriers to the use of burnt clay bricks for housing construction. The findings revealed that the key factors inhibiting the use of burnt clay bricks for housing construction are low material demand, excessive cost implications, inappropriate use in construction, noncompatibility of burnt clay bricks with other materials, unreliable production, and transportation problems. The findings however provide a platform for stakeholders to address the barriers to enable the extensive use of clay bricks in housing constructions.

  2. Building global health through a center-without-walls: the Vanderbilt Institute for Global Health.

    Science.gov (United States)

    Vermund, Sten H; Sahasrabuddhe, Vikrant V; Khedkar, Sheetal; Jia, Yujiang; Etherington, Carol; Vergara, Alfredo

    2008-02-01

    The Institute for Global Health at Vanderbilt enables the expansion and coordination of global health research, service, and training, reflecting the university's commitment to improve health services and outcomes in resource-limited settings. Global health encompasses both prevention via public health and treatment via medical care, all nested within a broader community-development context. This has fostered university-wide collaborations to address education, business/economics, engineering, nursing, and language training, among others. The institute is a natural facilitator for team building and has been especially helpful in organizing institutional responses to global health solicitations from the National Institutes of Health (NIH), Centers for Disease Control (CDC), and other funding agencies. This center-without-walls philosophy nurtures noncompetitive partnerships among and within departments and schools. With extramural support from the NIH and from endowment and developmental investments from the school of medicine, the institute funds new pilot projects to nurture global educational and research exchanges related to health and development. Vanderbilt's newest programs are a CDC-supported HIV/AIDS service initiative in Africa and an overseas research training program for health science graduate students and clinical fellows. New opportunities are available for Vanderbilt students, staff, and faculty to work abroad in partnership with international health projects through a number of Tennessee institutions now networked with the institute. A center-without-walls may be a model for institutions contemplating strategic investments to better organize service and teaching opportunities abroad, and to achieve greater successes in leveraging extramural support for overseas and domestic work focused on tropical medicine and global health.

  3. Construction sustainability with adobe bricks type elements

    Directory of Open Access Journals (Sweden)

    Andreea Hegyi

    2016-06-01

    Full Text Available Sustainability is a criterion defined in the 80, which is essential in all fields of current activity. At the moment, it can not talk about development without being taken into account sustainability criteria. It presents the ensuring for an harmonious development, in line with current needs, without to endanger the possibility to develop and satisfy the needs of future generations. The buildings of adobe bricks-type elements ensure successfully the conditions imposed by this criterion. This type of construction ensures the responsible use of renewable natural resources, the possibility of reuse and recycling of materials, contributes to environmental protection and to pollution reduction, to energy saving and it provides a cleaner and healthier living environment. Not least, the buildings of this type are accessible in terms of cost and can contribute to the development of other fields such as eco-tourism.

  4. Integration of liquid-cooled solar collectors into building walls; Gebaeudeintegration von Sonnenkollektoren mit Fluessigkeitskuehlung

    Energy Technology Data Exchange (ETDEWEB)

    Janssen, S.; Rockendorf, G.; Bartelsen, B. [Institut fuer Solarenergieforschung GmbH Hameln/Emmerthal (ISFH), Emmerthal (Germany)

    1998-02-01

    Three different methods are presented how to integrate active solar thermal components into building facades. The solar thermal absorber acts as overheating protection and the heat produced can be utilized further. The lower annual yield in comparison to roof-mounted installations is counterbalanced by a more uniform solar gain and an improved wall insulation. The new concept of elastomer-metal-absorbers can be realized in different configurations and material combinations and offers attractive options for collector installation. The methods discussed hold the promise of significant cost reductions. (orig.) [Deutsch] Es werden drei Methoden vorgestellt, aktive solarthermische Komponenten mit Fluessigkeit als Waermetraeger in die Gebaeudehuelle zu integrieren. Dabei dient der solarthermische Absorber als Ueberhitzungsschutz und die abgefuehrte Waerme kann einer Nutzung zugefuehrt werden. Der geringere jaehrliche Waermeertrag im Vergleich zur Dachmontage wird durch ein gleichmaesssiges Ertragsprofil und eine verbesserte Waermedaemmung weitgehend ausgeglichen. Das neu entwickelte Elastomer-Metall-Absorber-Konzept (EMA-Konzept) ist in unterschiedliche Konfigurationen und Materialkombinationen umsetzbar und eroeffnet attraktive Moeglichkeiten der Kollektorinstallation. Die diskutierten Methoden lassen eine deutliche Kostenersparnis erwarten. (orig.)

  5. Study on prevention of spread of vertical fire along finishing materials for external wall of high-rise buildings

    Directory of Open Access Journals (Sweden)

    Yoo Yong Ho

    2013-11-01

    Full Text Available Although there are laws in the Korea Building Act relating to exterior finishing materials, fireproof structures and fire-stop of curtain wall structures, the standards relating to and test methods on securing detailed fire safety functions for exterior materials of all buildings including high-rise buildings have not been prepared. This is due to the fact that test methods and standards to quantitatively evaluate the vertical fire spread of the exterior material of buildings do not exist. In addition, while semi non-combustible materials or non-combustible materials are required to be used to prevent fire spread in buildings which exceed 30-stories, it is necessary to review the standards and regulations in cases where fire blocking systems, capable of preventing the vertical fire spread within the curtain wall, are installed to consider permitting the utilization of fire retardant material following an assessment of the construction characteristics of high-rise buildings. The functional evaluation standards and test methods on the vertical fire spread introduced in this study will be a more effective method for performing evaluations to prevent fire spread compared to the currently utilized method of performing small scale tests.

  6. Dynamic thermal performance of alveolar brick construction system

    Energy Technology Data Exchange (ETDEWEB)

    Gracia, A. de; Castell, A.; Medrano, M. [GREA Innovacio Concurrent, Edifici CREA, Universitat de Lleida, Pere de Cabrera s/n, 25001 Lleida (Spain); Cabeza, L.F., E-mail: lcabeza@diei.udl.ca [GREA Innovacio Concurrent, Edifici CREA, Universitat de Lleida, Pere de Cabrera s/n, 25001 Lleida (Spain)

    2011-07-15

    Highlights: {yields} Even though U-value does not measure thermal inertia, it is the commonly used parameter. {yields} The thermal performance analysis of buildings must include the evaluation of transient parameters. {yields} Transient parameters of alveolar brick constructive system show good agreement with its low energy consumption. -- Abstract: Alveolar bricks are being introduced in building sector due to the simplicity of their construction system and to the elimination of the insulation material. Nevertheless, it is not clear if this new system is energetically efficient and which is its thermal behaviour. This paper presents an experimental and theoretical study to evaluate the thermal behaviour of the alveolar brick construction system, compared with a traditional Mediterranean brick system with insulation. The experimental study consists of measuring the thermal performance of four real house-like cubicles. The thermal transmittance in steady-state, also known as U-value, is calculated theoretically and experimentally for each cubicle, presenting the insulated cubicles as the best construction system, with differences around 45% in comparison to the alveolar one. On the other hand, experimental results show significantly smaller differences on the energy consumption between the alveolar and insulated construction systems during summer period (around 13% higher for the alveolar cubicle). These values demonstrate the high thermal efficiency of the alveolar system. In addition, the lack of agreement between the measured energy consumption and the calculated U-values, guides the authors to analyze the thermal inertia of the different building components. Therefore, several transient parameters, extracted from the heat transfer matrix and from experimental data, are also evaluated. It can be concluded that the alveolar brick construction system presents higher thermal inertia than the insulated one, justifying the low measured energy consumption.

  7. Kaolinite Refractory Bricks for Blast Furnaces

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    @@ This standard is suitable to the fireclay bricks for blast furnace. 1 Classification, Shape and Dimension 1 According to physical and chemical indexes, the brick can be divided into two trademarks: ZGN-42 and GN-42.

  8. Effect of Thermal Bridges in Insulated Walls on Air-Conditioning Loads Using Whole Building Energy Analysis

    Directory of Open Access Journals (Sweden)

    Mohamed F. Zedan

    2016-06-01

    Full Text Available Thermal bridges in building walls are usually caused by mortar joints between insulated building blocks and by the presence of concrete columns and beams within the building envelope. These bridges create an easy path for heat transmission and therefore increase air-conditioning loads. In this study, the effects of mortar joints only on cooling and heating loads in a typical two-story villa in Riyadh are investigated using whole building energy analysis. All loads found in the villa, which broadly include ventilation, transmission, solar and internal loads, are considered with schedules based on local lifestyles. The thermal bridging effect of mortar joints is simulated by reducing wall thermal resistance by a percentage that depends on the bridges to wall area ratio (TB area ratio or Amj/Atot and the nominal thermal insulation thickness (Lins. These percentage reductions are obtained from a correlation developed by using a rigorous 2D dynamic model of heat transmission through walls with mortar joints. The reduction in thermal resistance is achieved through minor reductions in insulation thickness, thereby keeping the thermal mass of the wall essentially unchanged. Results indicate that yearly and monthly cooling loads increase almost linearly with the thermal bridge to wall area ratio. The increase in the villa’s yearly loads varies from about 3% for Amj/Atot = 0.02 to about 11% for Amj/Atot = 0.08. The monthly increase is not uniform over the year and reaches a maximum in August, where it ranges from 5% for Amj/Atot = 0.02 to 15% for Amj/Atot = 0.08. In winter, results show that yearly heating loads are generally very small compared to cooling loads and that heating is only needed in December, January and February, starting from late night to late morning. Monthly heating loads increase with the thermal bridge area ratio; however, the variation is not as linear as observed in cooling loads. The present results highlight the importance of

  9. Mechanical Properties of Unreinforced Brick Masonry, Section1

    Energy Technology Data Exchange (ETDEWEB)

    Mosalam, K; Glascoe, L; Bernier, J

    2009-10-02

    Before the advent of concrete and steel, masonry helped build civilizations. From Egypt in Africa, Rome in Europe, Maya in the America to China in Asia, masonry was exploited to construct the most significant, magnificent and long lasting structures on the Earth. Looking at the Egyptian pyramids, Mayan temples, Roman coliseum and Chinese Great Wall, one cannot stop wondering about the significance and popularity that masonry has had through out history. Lourenco et al (1989) summed up the reasons for the popularity of masonry in the following, 'The most important characteristic of masonry construction is its simplicity. Laying pieces of stone or bricks on top of each other, either with or without cohesion via mortar, is a simple, though adequate, technique that has been successful ever since remote ages. Other important characteristics are the aesthetics, solidity, durability, low maintenance, versatility, sound absorption and fire protection' Despite these advantages, masonry is no longer preferred structural material in many parts of the developed world, especially in seismically active parts of the world. Partly, masonry and especially unreinforced masonry (URM) has mechanical properties such as strength and ductility inferior to those of reinforced concrete and steel. Moreover, masonry structures were traditionally built based on rules of thumb acquired over many years of practice and/or empirical data from testing. Accordingly, we do not have a rigorous and uniform method of analysis and design for masonry. Nevertheless, the world still possesses numerous historic and ordinary masonry structures, which require maintenance and strengthening to combat the assault of time and nature. Hence, it is important to study fundamental properties of masonry so that new masonry structures can be effectively designed and built, and the cost for servicing old structures and for building new ones will be less expensive.

  10. Building renovation with interior insulation on solid masonry walls in Denmark - A study of the building segment and possible solutions

    DEFF Research Database (Denmark)

    Odgaard, Tommy; Bjarløv, Søren Peter; Rode, Carsten;

    2015-01-01

    The segment size of the Danish multi-story building stock from the period 1851-1930 is established through a unique major database managed by the Danish authorities. The outcome illustrates a large segment with 219,202 apartment units distributed over 14,832 unique buildings, all sharing characte...

  11. Chinese Standards on Refractories Fireclay Brick and Semi-silica Brick for Coke Oven

    Institute of Scientific and Technical Information of China (English)

    Wang Jing

    2009-01-01

    @@ 1 Scope This standard specifies the technical requirements,test methods,quality appraisal procedure,packing,transportation,storage,and quality certificate of fireclay brick and semi-silica brick for coke oven. This standard is applicable to the fireclay brick and semi-silica brick for coke oven,and the bricks for inner linings of carbon furnace,gas generator and shaft furnace.

  12. Can an Electron Rotate a Brick?

    Science.gov (United States)

    Bohren, Craig F.

    2009-01-01

    In "The Theory of Almost Everything", Robert Oerter asserts the following: "Take a beam of electrons that are all spinning in the same direction and fire it at, say, a brick. If you could keep this up for long enough, and if there were no other forces acting on the brick, the electrons would transfer their rotation to the brick, and it would begin…

  13. The Contrivance of New Mud Bricks for Restoring and Preserving the Edfa Ancient Granary - Sohag, Egypt

    Directory of Open Access Journals (Sweden)

    Mohammed EL-GOHARY

    2012-06-01

    Full Text Available A mud brick functions as an element of masonry structures. Being an integral part of a wall mass, it must be understood structurally and chemically. The susceptibility of a mud brick to be affected by decay agents depends on the type of raw materials used, the methods of construction, location, the microclimatic conditions, the mechanical and microstructural characteristics of the mud brick itself. In this research, mineralogical composition and granulometric distribution of ancient mud bricks were studied by using some scientific techniques such as XRD, SEM and electrical mechanical sieves, to determine the main components and characteristics, which will serve as reference for the contrivance of new mud bricks. In addition, special knowledge of the physical properties of historic mud bricks were defined by some scientific techniques to get some information about their properties, such as density, porosity, water absorption and shrinkage. Furthermore, all of those characteristics were studied in two groups of new mud bricks, to determine their properties. Finally, ourresults proved that the 6th category in the 1st group and the 10th category in the 2nd group are the most appropriate types for restoring and preserving the studied monument, due to their good physical properties, morphological appearances and their suitable characteristics.

  14. Biosusceptibility of historical bricks from the Bač fortress: part I

    Directory of Open Access Journals (Sweden)

    Vidaković Ana M.

    2013-01-01

    Full Text Available The significance of the conservation of cultural heritage objects has led to a greater interest in the appearance of biocorrosion. The aim of this paper is to point out the correlation between the growth of fungi isolated from the fortress of Bač and the contact angle value of the bricks from the fortress in order to determine the brick susceptibility to biodegradation. Three types of bricks (red, yellow and roan and three isolates of Penicillium spp., as well as one isolate of Cladosporium sp., were used during the experiments. A suspension of fungi in soil extract solution was inflicted on the surface of the bricks and then the samples were incubated. The study showed that the red bricks with cut surface and the roan bricks with broken surface are the most susceptible to the biocorrosion process. Based on the obtained results, Cladosporium sp. can be considered as the most important biodeteriogenic factor on the bricks built in the walls of the Bač fortress. [Projekat Ministarstva nauke Republike Srbije, br. III45008

  15. Investigation of the possibilities of phosphogypsum application for building partitioning Walls - elements of a prefabricated house

    Directory of Open Access Journals (Sweden)

    Rajković Miloš B.

    2002-01-01

    Full Text Available Phosphogypsum is a waste product in the manufacture of phosphoric acid from phosphorite and sulphuric acid by so-called "wet process" and represents a refuse that is as such simply thrown away. Phosphogypsum which is produced by "dihydrating procedure" contains not only various impurties but also radionuclides, which limits its construction use. Performed testings point to the complexity of phosphogypsum structure and composition while the electron microscope's pictures showed its different crystal composition compared to the natural gypsum. The calcined and refined phosphogypsum can be used for partition walls manufacture. To avoid the danger of the possible presence of radionuclides it is better to use the mixture of natural gypsum and phosphogypsum for this purpose. Substantial saving of materials and economic effect can be achieved in this way. The analyse performed in this work have shown significant presence of radionuclides in phosphogypsum. Gammaspectrometric measurements of radioactivity have determined substantial radioactivity of phosphogypsum. Using the maximum tolerated level values that are legally accepted, as well as equations to calculate indexes of tolerated radionuclide presence, an index of 2.23 has been determined for interiors and 1.13 for exteriors, i.e. 0.64 in case of roads. On the basis of the maximum tolerated level of radioactive building materials contamination (< 1, forbiden is the use of phosphogypsum in interiors, allowed (≈ 1 in exteriors and roads. The tests of heavy metal components in phosphogypsum have proved their presence in the amounts potentially producing consequences if present in closed spaces. That is conditioned by the phosphogypsum quantity, as well as by the area of space partitioned.

  16. Bricking a Regime

    Institute of Scientific and Technical Information of China (English)

    2009-01-01

    When Goldman Sachs created the acronym BRIC in 2001,neither the economists nor the rest of the world imagined that Brazil,Russia,India and China would finally sit together to build up a substantial platform one day.

  17. Elucidating the effects of solar panel waste glass substitution on the physical and mechanical characteristics of clay bricks.

    Science.gov (United States)

    Lin, Kae-Long; Huang, Long-Sheng; Shie, Je-Lueng; Cheng, Ching-Jung; Lee, Ching-Hwa; Chang, Tien-Chin

    2013-01-01

    This study deals with the effect of solar panel waste glass on fired clay bricks. Brick samples were heated to temperatures which varied from 700-1000 degrees C for 6 h, with a heating rate of 10 degrees C min(-1). The material properties of the resultant material were then determined, including speciation variation, loss on ignition, shrinkage, bulk density, 24-h absorption rate, compressive strength and salt crystallization. The results indicate that increasing the amount of solar panel waste glass resulted in a decrease in the water absorption rate and an increase in the compressive strength of the solar panel waste glass bricks. The 24-h absorption rate and compressive strength of the solar panel waste glass brick made from samples containing 30% solar panel waste glass sintered at 1000 degrees C all met the Chinese National Standard (CNS) building requirements for first-class brick (compressive strengths and water absorption of the bricks were 300 kg cm(-2) and 10% of the brick, respectively). The addition of solar panel waste glass to the mixture reduced the degree of firing shrinkage. The salt crystallization test and wet-dry tests showed that the addition of solar panel waste glass had highly beneficial effects in that it increased the durability of the bricks. This indicates that solar panel waste glass is indeed suitable for the partial replacement of clay in bricks.

  18. Integrated Life Cycle Energy and Greenhouse Gas Analysis of Exterior Wall Systems for Residential Buildings

    Directory of Open Access Journals (Sweden)

    Reza Broun

    2014-11-01

    Full Text Available This paper investigates the breakdown of primary energy use and greenhouse gas (GHG emissions of two common types of exterior walls in the U.K.: insulated concrete form (ICF and cavity walls. A comprehensive assessment was conducted to evaluate the environmental performance of each exterior wall system over 50 years of service life in Edinburgh and Bristol. The results indicate that for both wall systems, use phase is the major contributor to the overall environmental impacts, mainly due to associated electricity consumption. For the ICF wall system in Edinburgh, 91% of GHG emissions were attributed to the use phase, with 7.8% in the pre-use and 1.2% in end-of-life phases. For the same system in Bristol, emissions were 89%, 9% and 2%, respectively. A similar trend was observed for cavity wall systems in both locations. It was concluded that in each scenario, the ICF wall system performed better when compared to the cavity wall system. The results of the sensitivity analysis clearly show that the uncertainties relevant to the change of the thickness of the wall are quite tolerable: variable up to 5%, as far as energy and greenhouse emissions are concerned.

  19. Building damages in Deyang city by the 2008 Wenchuan earthquake

    Directory of Open Access Journals (Sweden)

    Wang Qiuliang

    2011-11-01

    Full Text Available The Ms8.0 Wenchuan earthquake in 2008 caused huge casualties, economic losses, and building damages, which are analyzed. The results show that damages of houses designed according to the current seismic code were significantly smaller than those without such design, suggesting that the code has achieved the desired goal of seismic fortification. Buildings of different kinds of structures showed large differences in damages : Houses with steel-frames and shear walls or steel structures suffered the least damages: those with frames or with brick-and-concrete structures suffered more; old cottages, the most.

  20. Passive water wall and focusing roof aperture solar-heating building experiment. Final technical report, October 1977-June 1983

    Energy Technology Data Exchange (ETDEWEB)

    Fraker, H.; Huffman, J.

    1983-06-01

    A passive water wall and focusing roof aperture solar-heating system has been constructed and has been operating successfully since the winter of 1981. This report summarizes the technical accomplishments under the scope of the grant effort, including two important modifications to the grant involving: (1) a data-acquisition-system installation at another building; and (2) a passive-solar-energy curriculum survey. Unfortunately, because the owner of the building has been involved in a lawsuit with the builder, final instrumentation, data collection, and evaluation have not been accomplished. However, the owner does report substantially lower annual fuel bills for heating and cooling (totaling approximately $200 per year). Because sensors have been placed in the building, the project would definitely merit a follow-up data collection effort when the owner has settled his dispute with the builder. (Reference CAPE-2832)

  1. For an ecological construction Green Building Challenge (part 1); Pour une construction ecologique Green Building Challenge (premiere partie)

    Energy Technology Data Exchange (ETDEWEB)

    Bruck, M. [Vienna Univ. Technique (Austria)

    2001-10-01

    In the scope of the worldwide project Green Building Challenge, a system for building assessment was developed with the aim to establish the ecological, economic and user related advantages and disadvantages of a building. The GBC handbook of the brick industry proves that brick buildings in particular meet high total quality requirements. (author)

  2. Electrokinetic removal of Ca(NO3)2 from bricks to avoid salt induced decay

    DEFF Research Database (Denmark)

    Ottosen, Lisbeth M.; Rörig-Dalgaard, Inge

    2007-01-01

    Salt-induced decay of masonry is a serious threat to our cultural heritage. In buildings near agricultural land or stables the masonry may suffer seriously from salt-induced decay from nitrates. It was investigated in laboratory scale with a single brick if Ca(NO$-3$/) $-2$/ could be removed...... by electromigration in an applied electric field. To relate the obtained nitrate concentrations to the danger for salt-induced decay the concentrations were compared with values from the Austrian ONORM B 3355-1. It was shown possible to even remove nitrate from bricks with initial concentrations in the range...... to obtain this low concentration all through the brick. Calcium removal was followed as well. On the contrary to nitrate, calcium was seen adsorbed in exchangeable sites to the internal brick surfaces and precipitation may also occur due to slight alkaline pore solution. Calcium was also removed during...

  3. Insulated Masonry Cavity Walls. Proceedings of the Research Correlation Conference by the Building Research Institute, Division of Engineering and Industrial Research. (April 1960).

    Science.gov (United States)

    National Academy of Sciences - National Research Council, Washington, DC.

    Publication of conference paper texts include --(1) history and development of masonry cavity walls, (2) recent research related to determination of thermal and moisture resistance, (3) wall design and detailing, (4) design for crack prevention, (5) mortar specification characteristics, (6) performance experience with low-rise buildings, (7)…

  4. Magnesia Bricks and Magnesia Alumina Bricks GB/T 2275-2007

    Institute of Scientific and Technical Information of China (English)

    Wang Jing; Peng Xigao

    2010-01-01

    @@ 1 Scope This standard specifies the classification,techni-cal requirements,test methods,quality appraisal pro-cedures,marking,packing,transportation,storage and quality certificate of magnesia bricks and magnesia alumina bricks.

  5. Chromia refractory brick with carbon treatment

    Energy Technology Data Exchange (ETDEWEB)

    Bennett, James P.; Kwong, Kyei-Sing

    2017-03-21

    The disclosure provides a refractory brick system comprising a chromia refractory brick for operation in the slagging environment of an air-cooled gasifier. The chromia refractory brick comprises a ceramically-bonded porous chromia refractory having a porosity greater than 9% and having carbon deposits residing within the pores. The brick may be further comprised of Al.sub.2O.sub.3. The air-cooled gasifier generates a liquefied slag in contact with the refractory brick and generally operates at temperatures between 1250.degree. C. and 1575.degree. C. and pressures between 300 psi to 1000 psi, with oxygen partial pressures generally between 10.sup.-4 and 10.sup.-10 atm. The refractory brick performs without substantial chromium carbide or chromium metal formation in the low oxygen partial pressure environment. The inclusion of carbon without chromium carbide formation provides for significant mitigation of slag penetration and significantly reduced refractory wear.

  6. Refractory Behaviors of Magnetite-Kaolin Bricks

    Science.gov (United States)

    Adeosun, S. O.; Akpan, E. I.; Gbenebor, O. P.; Taiwo, O. O.; Eke, I. J.

    2016-11-01

    In this work, the suitability of using kaolin-magnetite-plastic clay to produce refractory bricks has been experimentally explored. Thirty bricks of different compositions were produced and fired at 1200°C. The density, shrinkage moisture content, loss on ignition, porosity and permeability of the bricks were examined. Results show that the bricks remained stable during firing and thus possess good insulating characteristics. The highest (2.23 g/cm3) and lowest (2.00 g/cm3) bulk densities obtained in this study are higher than the highest bulk density reported for Al dross-filled refractories (1.23 g/cm3). The bricks also possessed very low effective moisture content (10-23%) and very high compression modulus (16-100 MPa) desirable in insulating refractory bricks with high resistance to abrasion.

  7. Study of the geometry of a voided clay brick using rectangular perforations to optimize its thermal properties

    OpenAIRE

    Ortiz, M.P.; Juárez, M. C.; López-Ochoa, L.M.; Doménech, J.

    2011-01-01

    Abstract This study was undertaken to optimize the equivalent transmittance of a wall consisting of voided clay bricks using ceramic material Termoarcilla? 29 ECO, complying with the Spanish UNE [1], European EN [2] and international ISO [3], [4], [5], [6], [7] standards. Various geometries were investigated for the bricks' cross sections, starting from a commercialized block and improvements in its thermal conductivity were studied by varying parameters such as a number...

  8. Use of bottom ash from olive pomace combustion in the production of eco-friendly fired clay bricks.

    Science.gov (United States)

    Eliche-Quesada, D; Leite-Costa, J

    2016-02-01

    Olive pomace bottom ash was used to replace different amounts (10-50wt%) of clay in brick manufacturing. The aim of this study is both studying bricks properties and showing a new way of olive pomace bottom ash recycling. Properties of waste bricks were compared to conventional products following standard procedures in order to determine the maximum waste percentage. The amount of olive pomace bottom ash is limited to 20wt%, obtaining bricks with superior engineering properties when 10wt% of waste is added. Adding higher amount of waste (30-50wt%) resulted in bricks with water absorption and compressive strength values on the edge of meeting those established by standards. Therefore, the addition of 10 and 20wt% of olive pomace bottom ash produced bricks with a bulk density of 1635 and 1527kg/m(3) and a compressive strength of 33.9MPa and 14.2MPa, respectively. Fired bricks fulfil standards requirements for clay masonry units, offering, at the same time, better thermal insulation of buildings due to a reduction in thermal conductivity of 14.4% and 16.8% respectively, compared to control bricks (only clay).

  9. Potential Use of Radiant Walls to Transfer Energy Between two Building Zones

    DEFF Research Database (Denmark)

    Le Dreau, Jerome; Heiselberg, Per

    2011-01-01

    Due to a reduced energy demand in low energy buildings, low temperature heating and high temperature cooling can be used to control thermal comfort. Nevertheless, highly varying heat loads due to solar radiation can create sometimes an imbalanced energy demand inside the building. Instead of being...... considered as a disturbance, this asymmetry can be used as a heat source for another zone of the building. By means of computer simulations, the possibility of shifting the energy demand between two office rooms with different thermal loads has been studied. Due to the small temperature difference between...

  10. Experimental measurements of thermal properties for Mexican building materials to simulate thermal behavior to save energy

    Energy Technology Data Exchange (ETDEWEB)

    Chavez-Galan, Jesus; Almanza, Rafael; Rodriguez, Neftali [Universidad Nacional Autonoma de Mexico (Mexico). Inst. de Ingenieria

    2008-07-01

    One of the main factors that determine the reliability of building's thermal design is the values of thermal and heat transfer properties used during this process. In order to optimizing such thermal design process, there is little information available of the most utilized building materials in Mexico; hence, some measurements were carried out. We present thermal conductivity experimental results for: red brick, tepetate, adobe and concrete. Furthermore, experimental data of convective heat transfer coefficients are reported on: red brick, tepetate, adobe and concrete walls. Kondratyev methodology was used for thermal conductivity estimations. Kondratyev methodology is based on the cooling off of bodies in regular state analysis. Thermal conductivity values were: red brick k{sub L} = 0.906 W/mC, tepetate k{sub T} = 0.648 W/mC, adobe k{sub A} = 0.570 W/mC, and concrete k{sub C} = 1.918 W/mC. Red brick, tepetate, adobe and concrete test walls of 0.46 x 0.56 and 0.06 m thick, were manufactured, as well as a prototype of testing for mounting the walls, in order to evaluate their convective heat transfer coefficients. Measurements were carried out at the Institute of Engineering-UNAM Wind-Tunnel, for an air velocities interval of 2-10 m/s. Reported values for convective coefficients fluctuate on 16-134 W/m{sup 2}2 C, depending on material and position wall, as well as air velocity. (orig.)

  11. Design, Construction and Testing Of a Multipurpose Brick/Block Moulding Machine

    Directory of Open Access Journals (Sweden)

    S.O. Yakubu

    2015-02-01

    Full Text Available The provision of shelter is one the most basic demand of a Man all over the World. It is one the most important challenges a man faces in his life. The problem of good shelter varies from place to place. A good shelter provides, first and foremost Security and Privacy. In the developed world the problem is less pronounced, but in the developing nation like Nigeria, the problem of shelter is more pronounced. There is about eighteen (18 million housing units’ deficit in Nigeria. One of the most important materials used for building of a shelter is block/brick, but majority of the people cannot afford these materials (blocks or bricks due high cost. Therefore, the production of high quality and affordable blocks/bricks is paramount to solving housing problems in developing countries especially in Nigeria. Thus, this research focused on design construction and testing of a multipurpose machine that produces high quality blocks/bricks for low cost housing. That is, for low income communities/earners. The constructed motorized compressive earth brick (CEB/block making machine can produce on average a total of 2,215 bricks per day and 950 blocks per day. The cost of production of the machine was two hundred and eighty six thousand, eight hundred ninety (N286, 890.00 naira only. Whereas, the most common high-tech motorized CEB machine in Nigeria (Hydraform® with an average capacity of about 3,000 bricks per day costs about six million naira (N6,000,000.00K only. Thus, the machine is very affordable for small scale enterprise (SME. In other words, bricks or blocks produced by using this machine are relatively cheap and affordable for those in the rural areas and for low income earners.

  12. INVESTIGATION OF SOLAR ABSORPTANCE OF BUILDING EXTERNAL SURFACES FROM HEAT FLUX POINT OF VIEW

    Directory of Open Access Journals (Sweden)

    Meral ÖZEL

    2006-02-01

    Full Text Available In this study, solar absorptance of external surfaces of buildings has been numerically investigated from the heat gain and losses point of view. For this purpose, external surface solar absorptance was icreased from 0 to 1with an ratio of 0.1 and, for the summer and winter conditions, heat fluxs was calculated by considering orientations of the wall and its roof for brick and concrete structure materials. Besides, external surface absorptance was assumed as 0.2, 0.5 and 0.9, respectively. Than, heat gain and losses were calculated to insulation thickness increasing on the outdoor surface of wall. Results obtained were presented as graphics

  13. Development of eco-friendly porous fired clay bricks using pore-forming agents: a review.

    Science.gov (United States)

    Bories, Cecile; Borredon, Marie-Elisabeth; Vedrenne, Emeline; Vilarem, Gerard

    2014-10-01

    Today, clay bricks are facing technological challenges and are uncompetitive compared to materials such as concrete. Their performance must be improved if they are to stand up to the competition. Increasing environmental concerns over the accumulation of unmanaged wastes from agricultural or industrial productions have made these good candidates for incorporation into building materials to improve their performance. This process leads to the formation of pores in the bricks, producing lightweight and sustainable building materials. This paper reviews the different pore-forming agents from renewable or mineral resources as described in the literature. It also presents the impact of pore-forming agents on the physical, mechanical and thermal properties of clay bricks.

  14. Seeing red: Characterizing historic bricks at Sylvester Manor, Shelter Island, New York 1652-1735

    Science.gov (United States)

    Schmidheiny, Martin John

    The goal of this project is to develop a basic material characterization of the bricks excavated at the site of Sylvester Manor on Shelter Island, New York. In the early Manor period of 1650-1690, this early Northern provisioning plantation supplied Barbadian sugar operations and pursued mercantile interests independent of state control. Accounting for the range of production defects and material characteristics of the bricks suggests on-site or local manufacture as a regional ceramic industry developed. Qualitative visual analysis and petrographic thin-sections were used to characterize the internal composition, variation and production evidence in the bricks. Interpreting the results of this analysis offers alternatives to the assumptions about building materials on the site, using material properties to assess the role of building materials as the landscape changed.

  15. Electrokinetic removal of salt from brick masonry

    DEFF Research Database (Denmark)

    Ottosen, Lisbeth M.; Pedersen, Anne Juul; Rörig-Dalgaard, Inge

    2006-01-01

    A method to effectively remove salts from masonry is lacking. The present study aims at determining the removal efficiency of salts from bricks in an applied low current electric DC field. At first an investigation on removal of NaCl and Na(NO3)2 from spiked bricks in laboratory scale was conducted...

  16. Bauxite Based Bricks for Steel Ladle

    Institute of Scientific and Technical Information of China (English)

    Yu Lingyan; Peng Xigao

    2011-01-01

    @@ 1.Scope This standard specifies the classification,technical requirements,test methods,inspection rules,packing,marking,transportation,storage,and quality certificate of bauxite based bricks for steel ladle linings.This standard is applicable to bauxite based bricks for working layer of steel ladle.

  17. ZettaBricks: A Language Compiler and Runtime System for Anyscale Computing

    Energy Technology Data Exchange (ETDEWEB)

    Amarasinghe, Saman [Massachusetts Inst. of Technology (MIT), Cambridge, MA (United States)

    2015-03-27

    This grant supported the ZettaBricks and OpenTuner projects. ZettaBricks is a new implicitly parallel language and compiler where defining multiple implementations of multiple algorithms to solve a problem is the natural way of programming. ZettaBricks makes algorithmic choice a first class construct of the language. Choices are provided in a way that also allows our compiler to tune at a finer granularity. The ZettaBricks compiler autotunes programs by making both fine-grained as well as algorithmic choices. Choices also include different automatic parallelization techniques, data distributions, algorithmic parameters, transformations, and blocking. Additionally, ZettaBricks introduces novel techniques to autotune algorithms for different convergence criteria. When choosing between various direct and iterative methods, the ZettaBricks compiler is able to tune a program in such a way that delivers near-optimal efficiency for any desired level of accuracy. The compiler has the flexibility of utilizing different convergence criteria for the various components within a single algorithm, providing the user with accuracy choice alongside algorithmic choice. OpenTuner is a generalization of the experience gained in building an autotuner for ZettaBricks. OpenTuner is a new open source framework for building domain-specific multi-objective program autotuners. OpenTuner supports fully-customizable configuration representations, an extensible technique representation to allow for domain-specific techniques, and an easy to use interface for communicating with the program to be autotuned. A key capability inside OpenTuner is the use of ensembles of disparate search techniques simultaneously; techniques that perform well will dynamically be allocated a larger proportion of tests.

  18. Wave Manipulation in Metamaterials: A LEGO® Bricks Enabled Platform

    Science.gov (United States)

    Celli, Paolo; Gonella, Stefano

    In this work, we show how simple, reconfigurable arrangements of LEGO® bricks can be turned into the building blocks of an experimental platform for the investigation of wave phenomena in metamaterial architectures. The approach involves the assembly of reconfigurable specimens consisting of patterns of bricks on a baseplate and the use of a 3D laser vibrometer to reconstruct global and local wave features. The ability to seamlessly transition between different topologies makes this an effective approach for rapid experimental verification and proof of concept in the arena of mechanical metamaterials engineering. The intuitive nature of the brick-and-baseplate assembly paradigm can also be leveraged to implement families of intuitive lab demonstrations with significant didactic and scientific outreach potential. The versatility of the platform is tested through a series of experiments that illustrate a variety of wave manipulation effects, such as waveguiding and seismic isolation, both in periodic and disordered topologies. We acknowledge the support of the National Science Foundation (Grant CMMI-1266089).

  19. Utilization of crushed clay brick in concrete industry

    Directory of Open Access Journals (Sweden)

    Ali A. Aliabdo

    2014-03-01

    Full Text Available A comprehensive experimental program regarding the use of recycled aggregates produced from demolition of brick buildings is presented. The brick wastes were crushed, sorted and classified into coarse and fine aggregates as well as powder (CBP. The first phase of the research focuses on the effect of incorporating recycled aggregates on physico-mechanical properties of paste, mortar and concrete. Non-traditional tests including X-ray diffraction (XRD, thermo-gravimetric analysis (TGA and micro-structural analysis (MSA were performed. The second phase of the program explores the effect of using recycled aggregates on properties of concrete masonry units. A total of 44 mixtures were utilized throughout the program. Results show cement paste when modified with 25% CBP achieves smaller pore size and lower weight loss under high temperature than reference paste. Furthermore, the use of recycled aggregates reduces the overall unit weight of concrete masonry units. Actually, modified concrete masonry units incorporating recycled aggregates achieve lower unit weight, higher thermal resistance and absorption rate than reference units. Although considerable strength reduction is noticeable by substitution, compressive strength levels meet the Egyptian specifications limitations. Critical replacement ratios are suggested to produce load bearing-concrete masonry units. Based on experimental evidences, it can be stated that the use of recycled aggregate and dust made of clay bricks is promising in many applications where the thermal resistance, cost and environmental aspects are imperative.

  20. Improvement of open and semi-open core wall system in tall buildings by closing of the core section in the last story

    Science.gov (United States)

    Kheyroddin, A.; Abdollahzadeh, D.; Mastali, M.

    2014-09-01

    Increasing number of tall buildings in urban population caused development of tall building structures. One of the main lateral load resistant systems is core wall system in high-rise buildings. Core wall system has two important behavioral aspects where the first aspect is related to reduce the lateral displacement by the core bending resistance and the second is governed by increasing of the torsional resistance and core warping of buildings. In this study, the effects of closed section core in the last story have been considered on the behavior of models. Regarding this, all analyses were performed by ETABS 9.2.v software (Wilson and Habibullah). Considering (a) drift and rotation of the core over height of buildings, (b) total and warping stress in the core body, (c) shear in beams due to warping stress, (d) effect of closing last story on period of models in various modes, (e) relative displacement between walls in the core system and (f) site effects in far and near field of fault by UBC97 spectra on base shear coefficient showed that the bimoment in open core is negative in the last quarter of building and it is similar to wall-frame structures. Furthermore, analytical results revealed that closed section core in the last story improves behavior of the last quarter of structure height, since closing of core section in the last story does not have significant effect on reducing base shear value in near and far field of active faults.

  1. Drying of brick as a function of heat flows and analysis of moisture and temperature distributions

    DEFF Research Database (Denmark)

    Svendsen, Sv Aa Højgaard; Rudbeck, Claus Christian; Bunch-Nielsen, Tommy

    1997-01-01

    In order to investigate the driving mechanisms for frost damages in brickwork, laboratory tests has been performed on a test brick wall. These test include monitoring of temperature and moisture distribution in the wall as function of the influence of driving rain, wind speed and solar radiation....... After the initial tests the surface of the wall was treated with mortar and a new series of test was performed. The wall with and without treatment performed almost equal during the influence of driving rain, and during the later drying phase, the difference was equally small....

  2. 21 CFR 133.109 - Brick cheese for manufacturing.

    Science.gov (United States)

    2010-04-01

    ... 21 Food and Drugs 2 2010-04-01 2010-04-01 false Brick cheese for manufacturing. 133.109 Section... Standardized Cheese and Related Products § 133.109 Brick cheese for manufacturing. Brick cheese for manufacturing conforms to the definition and standard of identity for brick cheese prescribed by §...

  3. Long-term performance of ETICS on external walls of large-panel buildings; Dauerbestaendigkeit von WDVS auf Plattenbau - Fassaden

    Energy Technology Data Exchange (ETDEWEB)

    Reuschel, M. [Materialforschungs- und Pruefungsanstalt fuer Bauwesen Leipzig (Germany)

    1997-12-31

    Urgently required renovation work on external walls of large panel buildings makes novel demands on thermal insulation composites. In the quest for a practice-oriented test method, a pilot project was carried out. Separate parts of a completely renovated housefront were covered with different thermal insulation composites in a way permitting to carry out investigations for a period of several years. The test methods used and the installed thermal insulation composites are described. The results are pointed out. (MSK) [Deutsch] Die dringend erforderlichen Fassadeninstandsetzungen von Plattenbauten stellen an Waermedaemmverbundsysteme neue Anforderungen. Auf der Suche nach einer praxisgerechten Pruefmethode wurde ein Demopruefstand errichtet, der es ermoeglicht im Rahmen einer Komplettsanierung einen separaten Fassadenbereich mit unterschiedlichen Waermedaemmverbundsystemen so zu bekleiden, dass Untersuchungen ueber mehrere Jahre durchgefuehrt werden koennen. Im Folgenden werden die angewendeten Pruefmethoden und die installierten WDV-Systeme erlaeutert. Die einzelnen Ergebnisse werden aufgezeigt.

  4. Resonant laser power build-up in ALPS-A 'light shining through a wall' experiment

    Energy Technology Data Exchange (ETDEWEB)

    Ehret, Klaus [Deutsches Elektronen-Synchrotron DESY, Notkestrasse 85, D-22607 Hamburg (Germany); Frede, Maik [Laser Zentrum Hannover e.V., Hollerithallee 8, D-30419 Hannover (Germany); Ghazaryan, Samvel [Deutsches Elektronen-Synchrotron DESY, Notkestrasse 85, D-22607 Hamburg (Germany); Hildebrandt, Matthias [Laser Zentrum Hannover e.V., Hollerithallee 8, D-30419 Hannover (Germany); Knabbe, Ernst-Axel [Deutsches Elektronen-Synchrotron DESY, Notkestrasse 85, D-22607 Hamburg (Germany); Kracht, Dietmar [Laser Zentrum Hannover e.V., Hollerithallee 8, D-30419 Hannover (Germany); Lindner, Axel, E-mail: axel.lindner@desy.d [Deutsches Elektronen-Synchrotron DESY, Notkestrasse 85, D-22607 Hamburg (Germany); List, Jenny [Deutsches Elektronen-Synchrotron DESY, Notkestrasse 85, D-22607 Hamburg (Germany); Meier, Tobias [Max-Planck-Institute for Gravitational Physics, Albert-Einstein-Institute, and Institut fuer Gravitationsphysik, Leibniz Universitaet, Hannover, Callinstrasse 38, D-30167 Hannover (Germany); Meyer, Niels; Notz, Dieter; Redondo, Javier; Ringwald, Andreas [Deutsches Elektronen-Synchrotron DESY, Notkestrasse 85, D-22607 Hamburg (Germany); Wiedemann, Guenter [Hamburger Sternwarte, Gojenbergsweg 112, D-21029 Hamburg (Germany); Willke, Benno [Max-Planck-Institute for Gravitational Physics, Albert-Einstein-Institute, and Institut fuer Gravitationsphysik, Leibniz Universitaet, Hannover, Callinstrasse 38, D-30167 Hannover (Germany)

    2009-12-21

    The ALPS Collaboration runs a 'light shining through a wall' (LSW) experiment to search for photon oscillations into 'weakly interacting sub-eV particles' (WISPs) inside of a superconducting HERA dipole magnet at the site of DESY. In this paper we report on the first successful integration of a large-scale optical resonant cavity to boost the available power for WISP production in this type of experiments. The key elements are a frequency tunable narrow line-width continuous wave laser acting as the primary light source and an electronic feed-back control loop to stabilize the power build-up. We describe and characterize our apparatus and demonstrate the data analysis procedures on the basis of a brief exemplary run.

  5. Resonant laser power build-up in ALPS. A 'light-shining-through-walls' experiment

    Energy Technology Data Exchange (ETDEWEB)

    Ehret, Klaus; Ghazaryan, Samvel [Deutsches Elektronen-Synchrotron DESY, Hamburg (Germany); Frede, Maik [Laser Zentrum Hannover e.V. (DE)] (and others)

    2009-05-15

    The ALPS collaboration runs a light-shining-through-walls (LSW) experiment to search for photon oscillations into weakly interacting sub-eV particles (WISPs) inside of a superconducting HERA dipole magnet at the site of DESY. In this paper we report on the first successful integration of a large-scale optical cavity to boost the available power for WISP production in this type of experiments. The key elements are a frequency tunable narrow line-width continuous wave laser acting as the primary light source and an electronic feed-back control loop to stabilize the power build-up. We describe and characterize our apparatus and demonstrate the data analysis procedures on the basis of a brief exemplary run. (orig.)

  6. Assessment of the mechanical properties of brick masonry by a flat-jack method

    Directory of Open Access Journals (Sweden)

    S.V. Zubkov

    2015-12-01

    Full Text Available The modern Russian methods for defining the mechanical characteristics of brick masonry are based on finding the strength of masonry components (brick and mortar. After getting the results of laboratory tests of components, mechanical characteristics of masonry are calculated using empirical formulae. Those formulae, however, cannot take into consideration the presence of damages and other factors. Obtaining the characteristics (strength and deformation by a direct flat-jack test of masonry fragments on-site looks promising. A widespread use of FEM requires setting accurate deformation features for modeling domes, arches and thin brick outside layer in multilayer walls. Also accurate deformation characteristics are used for calculating temperature loads. The paper gives the results of practical use for the masonry deformation research by the flat-jack test method. The correlation factors are defined and rigidness coefficients of flat-jacks are obtained in the study.

  7. Behavior of plasters on the modern heat-effective exterior walls of buildings (rus

    Directory of Open Access Journals (Sweden)

    Babkov V.V.

    2012-12-01

    Full Text Available Physical and mechanical characteristics, the most significant for the plasters with regard to the features of their behavior as the coating of building faces were evaluated. Results of quantitative estimation of stresses in the plaster layers on surfaces of different stiffness due to the plaster shrinkage are given. It is shown that with a decrease of the surface modulus of elasticity, stresses in the plaster coating are decreased either due to reduction of the effect of its deformations’ constraint. By analysis and with experiments it is proved, that the main factor evaluating the ultimate extensibility of the mortar is its viscoelasticity modulus, while mortar strength increase involves its stresses increase.

  8. Effective Pneumatic Scheme and Control Strategy of a Climbing Robot for Class Wall Cleaning on High-rise Buildings

    Directory of Open Access Journals (Sweden)

    Guanghua Zong

    2008-11-01

    Full Text Available A new kind of pneumatic climbing robot is presented to meet the requirements of glass-wall cleaning for high-rise buildings, which is totally actuated by pneumatic cylinders and attached to the glass wall with vacuum suckers. Using the pneumatic actuators the climbing robot can be made lightweight and dexterous. At the same time the movement driven by pneumatic actuators has the characteristic of passive compliance. In order to solve the problems of high speed movement for the Y cylinder and precise position control of the X cylinder, the applied pneumatic schemes of X and Y cylinders are employed to drive the high-speed on-off solenoid valves and an ordinary valve to adjust the air-flow and pressure to the cylinders. Furthermore a method of segment and variable bang-bang controller is proposed to implement the accurate control of the position servo system for the X cylinder during the sideways movement. Testing results show that the novel approach can effectively improve the control quality. This cleaning robot can meet the requirements of realization.

  9. Effect of olive mill waste addition on the properties of porous fired clay bricks using Taguchi method.

    Science.gov (United States)

    Sutcu, Mucahit; Ozturk, Savas; Yalamac, Emre; Gencel, Osman

    2016-10-01

    Production of porous clay bricks lightened by adding olive mill waste as a pore making additive was investigated. Factors influencing the brick manufacturing process were analyzed by an experimental design, Taguchi method, to find out the most favorable conditions for the production of bricks. The optimum process conditions for brick preparation were investigated by studying the effects of mixture ratios (0, 5 and 10 wt%) and firing temperatures (850, 950 and 1050 °C) on the physical, thermal and mechanical properties of the bricks. Apparent density, bulk density, apparent porosity, water absorption, compressive strength, thermal conductivity, microstructure and crystalline phase formations of the fired brick samples were measured. It was found that the use of 10% waste addition reduced the bulk density of the samples up to 1.45 g/cm(3). As the porosities increased from 30.8 to 47.0%, the compressive strengths decreased from 36.9 to 10.26 MPa at firing temperature of 950 °C. The thermal conductivities of samples fired at the same temperature showed a decrease of 31% from 0.638 to 0.436 W/mK, which is hopeful for heat insulation in the buildings. Increasing of the firing temperature also affected their mechanical and physical properties. This study showed that the olive mill waste could be used as a pore maker in brick production.

  10. Feasibility of upgrading the energy performance of recent massive brick houses

    Directory of Open Access Journals (Sweden)

    Bart Janssens

    2014-03-01

    The analysis shows that deep energy transformations are financially unacceptable, related to the irrevocable character of investments in energy efficiency attributes of massive brick houses. This confirms that energy performance endowment measures should be designed and implemented at the time of first construction of a building.

  11. STRUCTURE AND PROPERTIES OF A CERAMIC BRICK MODIFIED WITH TECHNOGENIC MINERAL SYSTEMS

    Directory of Open Access Journals (Sweden)

    DEREVIANKO V. N.

    2016-07-01

    Full Text Available Summary. Problem statement. One way to conserve the scarce high-quality raw materials resources and to reduce transport and energy costs is to use the accumulated technogenic mineral systems, as well as to study technogenic raw materials which were not previously used [1-3]. A shortage of high plasticity clays determines the need for using local low-grade loamy raw materials for the manufacture of wall ceramics. Strength properties of the ceramic brick can be improved by using expensive corrective additives or local technogenic raw materials [4-7]. Purpose. Development of compositions for the ceramic brick, modified with technogenic mineral systems. Conclusion. The author has studied the influence of the mixture ratio on the structure and fundamental physical and mechanical properties of the ceramic brick modified with technogenic mineral systems. The author has also developed the best ceramic batch compositions based on technogenic mineral systems conferring the required physical and mechanical parameters of the ceramic brick; they consist of: overburden (67%, refuse heap (28% and red mud from NGZ (Mykolaiv Alumina Refinery (5% for making 150 Grade ceramic brick with an average density of 1,650-1,730 kg/m3 at a temperature of 850°C, which allows to reduce firing energy costs. It has been established that the sintering initiation temperature of the modified mixture decreases by 150-200°C compared to the unmodified one.

  12. Envelope Thermal Design Optimization for Urban Residential Buildings in Malawi

    Directory of Open Access Journals (Sweden)

    Amos Kalua

    2016-04-01

    Full Text Available This study sought to optimize the envelope thermal design of free-running urban residential buildings in Malawi. It specifically set out to improve the urban residential buildings’ thermal comfort and suggest optimal envelope thermal design features for these buildings. The research study was primarily dependent on computer simulations in EnergyPlus to replicate the typical Malawian urban residential building’s thermal behaviour and then study the impacts of various envelope configurations on the thermal comfort conditions registered in the building. The simulation model was experimentally validated to check its appropriateness to the climatic design conditions prevalent in Malawi and out of the three major cities that were considered, the model was found to be appropriate for use in the two cities of Mzuzu and Lilongwe leaving out the city of Blantyre. The optimization methodology that was employed involved the use of orthogonal arrays, statistical analyses and the listing method. It was found that the optimal envelope thermal design, which registered up to 18% lower discomfort hours than that of the typical urban residential building, consists of a 50 mm concrete floor slab, 230 mm burnt brick walls with an external layer of 19 mm EPS, tiled roof with an internal layer of sarking and 50 mm EPS, double Low-E Glazing with a transparency ratio of 45% and 0.2408 m2 of adaptable operational surface area for the air bricks. Out of all the envelope features that were studied, air infiltration registered the most significant contribution towards the ultimate residential building thermal performance. It was demonstrated that controlled air infiltration through the use of operable air bricks whose operational surface area is adaptable can be very effective in enhancing the building’s comfort levels. It was further observed that excessive insulation of the building envelope generally has a detrimental effect on the indoor space thermal comfort

  13. Optically encoded nanoprobes using single walled carbon nanotube as the building scaffold for magnetic field guided cell imaging.

    Science.gov (United States)

    Wang, Hong; Wang, Zhuyuan; Ye, Minglang; Zong, Shenfei; Li, Mingyue; Chen, Peng; Ma, Xueqin; Cui, Yiping

    2014-02-01

    We construct a novel fluorescent, surface enhanced Raman scattering (SERS) encoded and magnetic nanoprobe for live cell imaging. To fabricate this nanoprobe, single walled carbon nanotube (SWNT) is used as the building scaffold while gold nanoparticles (Au NPs), superparamagnetic iron oxide nanoparticles (SPIONs) and quantum dots (QDs) are employed as the building blocks. Here, Au NPs serve as the SERS substrate and QDs act as the fluorescent agent. Au NPs and SPIONs are first adsorbed on the SWNT via electrostatic interactions. Then a silica layer is coated on the SWNT. Finally, QDs are attached on the silica shell. With such a structure, various optical signals can be readily encoded to the nanoprobe simply by using different Raman molecules and QDs with different emission wavelengths. Experimental results show that the as-prepared nanoprobe exhibits well fluorescence and SERS performance. Furthermore, in vitro experiments demonstrate that the nanoprobe can fulfill magnetic field guided fluorescence and SERS dual mode imaging of live cells. As a fascinating optical encoding material and a multifunctional nanoplatform, the presented nanoprobe holds genuine potential in future biosensing applications.

  14. Drying brick masonry by electro-osmosis

    DEFF Research Database (Denmark)

    Ottosen, Lisbeth M.; Rörig-Dalgaard, Inge

    2006-01-01

    When a fine grained, porous medium is applied an electric DC field, transport of matter occurs, and the transport mechanism in focus of the present study is electro-osmosis, which is transport of water. In laboratory it was shown possible to transport water inside a brick and brick/mortar system...... movement of water towards the cathode was seen. Thus the basis for utilizing the electro-osmotic effect for drying brick masonry is present, but proper electrodes still needs to be developed....

  15. Controlled evaporative cooling on a superhydrophilic surface: building a green wall

    Science.gov (United States)

    Shim, Suin; Shin, Sangwoo; Meggers, Forrest; Bou-Zeid, Elie; Stone, Howard A.

    2016-11-01

    We propose a way to design of an evaporative cooling device using continuous water flow on a superhydrophilic surface. Continuous flow helps prevent contaminant fouling on the surface of the cooler, which is a major challenge for conventional evaporative (swamp) coolers. A superhydrophilic surface leads to a reduced coolant flow rate, allowing for a maximum ratio of evaporative heat transfer to coolant thermal mass. Also, a staggered structure increases the surface area of the thin film flow of water which results in higher cooling efficiency. We performed both experimental and theoretical studies on the temperature change in the thin film flow of water. By keeping the water film thickness below 100 μm, 5 K of temperature drop in the device was achieved. The cooling device can be manufactured using conventional cost-effective processes, offering practical applications in energy-efficient buildings.

  16. A multi-analytical approach for the characterization of wall painting materials on contemporary buildings

    Science.gov (United States)

    Magrini, Donata; Bracci, Susanna; Cantisani, Emma; Conti, Claudia; Rava, Antonio; Sansonetti, Antonio; Shank, Will; Colombini, MariaPerla

    2017-02-01

    Samples from Keith Haring's wall painting of the Necker Children Hospital in Paris were studied by a multi-analytical protocol. X-ray fluorescence (XRF), powder X-ray diffraction (XRDP), Electron microscope (SEM-EDS), Infrared and Raman spectroscopy (μ-FT-IR and μ-Raman) measurements were performed in order to characterize the materials and to identify the art technique used to produce this contemporary work. Materials from the mural suffered from severe detachments of materials and several fragments were found on the ground beneath. Some of these fragments, which were representative of the whole palette and stratigraphic sequence, were collected and studied. The fragments were sufficiently large to enable non-invasive measurements to be performed in order to characterize the materials. A comparison of the data of the techniques applied revealed that Haring's palette was composed of organic pigments such as Naphtol red, phthalocyanine blue and green and Hansa yellow, in accordance with those used previously by the artist in other painted murals.

  17. NON-AUTOCLAVE SILICATE BRICK

    Directory of Open Access Journals (Sweden)

    V. N. Yaglov

    2015-01-01

    Full Text Available The paper proposes a technology for obtaining bricks on the basis of lime-silica mixtures where chemical interactions are practically completely realized in dispersive state at the stage of preparation of binding contact maturing and raw mixture as a whole. The role of forming operation (moulding is changed in principle because in this case conversion of dispersive system into a rock-like solid occurs and due to this the solid obtains complete water-resistance in contact with water immediately after forming operation. Theoretical basis for the developed technology is capability of silicate dispersive substances (hydrated calcium silicate to transit in non-stable state, to form a rock-like water-resistant solid in the moment of mechanical load application during forming process. Specific feature of the proposed method is an exclusion of additional operations for autoclaving of products from the process of obtaining a silicate brick.Synthetic hydrated calcium silicate in contrast to natural ones are more uniform in composition and structure, they contain less impurities and they are characterized by dispersive composition and due to the mentioned advantages they find wider practical application. Contact-condensation binders permit to manipulate product properties on their basis and ensure maximum correspondence to the requirements of the concrete application. Raw material sources for obtaining synthetic hydrated calcium silicates are practically un-limited because calcium-silicon containing substances are found as in various technogenic wastes so in natural compounds as well. So the problem for obtaining hydrated calcium silicates having contact-condensation ability for structure formation becomes more and more actual one. This transition is considered as dependent principally on arrangement rate of substance particles which determined the level of its instability.

  18. Reusing Old Manufacturing Buildings

    Science.gov (United States)

    Roman, Harry T.

    2014-01-01

    This article presents an interesting design challenge for students, one that will certainly let them integrate subject matter and get a sense of pride for doing something useful in their own community. The author would be willing to bet that the average town or city has some old red brick manufacturing building(s) that have seen much better days.…

  19. Silica Brick for Hot Blast Stove

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    @@ 1 Scope This standard specifies the glossary and definition, marking, shape and dimension, technical requirements, test method, quality appraisal procedure, packing, label, transportation, storage and quality certification of silica brick for hot blast stove.

  20. Fireclay Refractory Bricks for Hot Blast Stove

    Institute of Scientific and Technical Information of China (English)

    Wang Jing; Zhang Yongfang; Chai Junlan

    2008-01-01

    @@ 1 Scope This standard specifies the classification, shape, dimension, technical requirements, test method,inspection rules, packing, marking,transportation,storage and quality certification of fireclay refractory bricks for hot blast stove.

  1. Burned Microporous Alumina-Graphite Brick

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    @@ 1 Scope This standard specifies the definition,classifica-tion,technical requirements,test methods,inspection rules,marking,packing,transportation and quality certificate of burned microporous alumina-graphite brick.

  2. Electromagnetic approaches to wall characterization, wall mitigation, and antenna design for through-the-wall radar systems

    Science.gov (United States)

    Thajudeen, Christopher

    Through-the-wall imaging (TWI) is a topic of current interest due to its wide range of public safety, law enforcement, and defense applications. Among the various available technologies such as, acoustic, thermal, and optical imaging, which can be employed to sense and image targets of interest, electromagnetic (EM) imaging, in the microwave frequency bands, is the most widely utilized technology and has been at the forefront of research in recent years. The primary objectives for any Through-the-Wall Radar Imaging (TWRI) system are to obtain a layout of the building and/or inner rooms, detect if there are targets of interest including humans or weapons, determine if there are countermeasures being employed to further obscure the contents of a building or room of interest, and finally to classify the detected targets. Unlike conventional radar scenarios, the presence of walls, made of common construction materials such as brick, drywall, plywood, cinder block, and solid concrete, adversely affects the ability of any conventional imaging technique to properly image targets enclosed within building structures as the propagation through the wall can induce shadowing effects on targets of interest which may result in image degradation, errors in target localization, and even complete target masking. For many applications of TWR systems, the wall ringing signals are strong enough to mask the returns from targets not located a sufficient distance behind the wall, beyond the distance of the wall ringing, and thus without proper wall mitigation, target detection becomes extremely difficult. The results presented in this thesis focus on the development of wall parameter estimation, and intra-wall and wall-type characterization techniques for use in both the time and frequency domains as well as analysis of these techniques under various real world scenarios such as reduced system bandwidth scenarios, various wall backing scenarios, the case of inhomogeneous walls, presence

  3. STRUCTURAL SOLUTIONS AND SPECIAL FEATURES OF THE THERMAL PROTECTION ANALYSIS OF EXTERIOR WALLS OF BUILDINGS MADE OF AUTOCLAVED GAS-CONCRETE BLOCKS

    Directory of Open Access Journals (Sweden)

    Bedov Anatolij Ivanovich

    2012-10-01

    Full Text Available Relevant structural solutions, physical and mechanical characteristics, coefficients of thermal conductivity for exterior masonry walls made of autoclaved gas-concrete blocks are provided in the article. If a single-layer wall is under consideration, an autoclaved gas-concrete block is capable of performing the two principal functions of a shell structure, including the function of thermal protection and the bearing function. The functions are performed simultaneously. Therefore, the application of the above masonry material means the design development and erection of exterior walls of residential buildings noteworthy for their thermal efficiency. In the event of frameless structures, the height of the residential building in question may be up to 5 stories, while the use of a monolithic or a ready-made frame makes it possible to build high-rise buildings, and the number of stories is not limited in this case. If the average block density is equal to 400…500 kilograms per cubic meter, the designed wall thickness is to be equal to 400 mm. Its thermal resistance may be lower than the one set in the event of the per-element design of the thermal protection (Rreq = 3.41 м2 C/Watt, in Ufa, although it will meet the requirements of the applicable regulations if per-unit power consumption rate is considered.

  4. A new model based on experimental results for the thermal characterization of bricks

    Energy Technology Data Exchange (ETDEWEB)

    Vivancos, Jose-Luis [Instituto de Quimica Molecular Aplicada, Universidad Politecnica de Valencia, Camino de Vera S/N, 46022 Valencia (Spain)]|[Departamento de Proyectos de Ingenieria, Universidad Politecnica de Valencia, Camino de Vera S/N, 46022 Valencia (Spain); Soto, Juan; Ros-Lis, Jose V.; Martinez-Manez, Ramon [Instituto de Quimica Molecular Aplicada, Universidad Politecnica de Valencia, Camino de Vera S/N, 46022 Valencia (Spain)]|[Departamento de Quimica, Universidad Politecnica de Valencia, Camino de Vera S/N, 46022 Valencia (Spain); Perez, Israel [Casas Bioclimaticas. C/La Paz, 17, 46003 Valencia (Spain)

    2009-05-15

    The development of fast and reliable protocols to determine the characteristics of building materials is of importance in order to develop environmentally friendly houses with an efficient energy design. In this article heat flux evolution on different types of clay and concrete bricks has been studied using a guarded hot-plate. The studied bricks were purchased from local commercially available sources and included a solid face brick and a range of honeycombed and perforated bricks. From the data collected a new model to study heat flux is proposed. This model is based on the shape of the typical sigmoidal curves observed for the time dependent heat flux evolution. The model allows the calculation of the thermal resistance (R) and the heat flux in the steady-state ({phi}{sub {infinity}}). The model also calculates two new parameters, t{sub B} and {tau}{sub B}. t{sub B} represents the time at which half {phi}{sub {infinity}} is attained. This parameter (t{sub B}) has additionally been found to be dependent on the thermal diffusivity and the geometric characteristics of the brick. (author)

  5. The gamma-ray and neutron shielding factors of fly-ash brick materials.

    Science.gov (United States)

    Singh, Vishwanath P; Badiger, N M

    2014-03-01

    A comprehensive study of gamma-ray exposure build-up factors (EBFs) of fly-ash brick materials has been carried out for photon energies of 0.015-15 MeV up to a penetration depth of 40 mfp (mean free path) by a geometrical progression (GP) fitting method. The EBF values of the fly-ash brick materials were found to be dependent upon the photon energy, penetration depth and chemical composition, and were found to be higher than the values for mud bricks and common bricks. Above a photon energy of 3 MeV for large penetration depths (>10 mfp), the EBF becomes directly proportional to Zeq. EBFs of fly-ashes were found to be less than or equal to those of concrete for low penetration depths (shielding effectiveness. The shielding effectiveness of the fly-ash materials against gamma-ray radiation was lower than that of common and mud bricks.

  6. Technology of building exterior wall thermal insulation material%建筑外墙保温材料防火性能技术探析

    Institute of Scientific and Technical Information of China (English)

    邓丽红

    2016-01-01

    近几年,随着我国经济建设的快速发展,各类高层新型建筑也伴随着社会发展和需要大量涌现,建筑的节能要求使得建筑外墙保温材料的使用量巨大。但几场由外墙保温材料引发的重特大火灾,使得政府有关部门认识到提高外墙保温材料防火性能要求的必要性,但如何将外墙保温材料的保温性与防火性有机的结合起来是个新的亟待解决的问题。本文通过分析建筑外墙保温材料的类型及其火灾危险性,结合当前建筑外墙保温材料的防火性能的现状,探析提高建筑外墙保温材料其防火性能的方法。%In recent years,with the rapid development of economic construction in our country,all kinds of tall new building is also accompanied by social development and needs large numbers,building energy-saving requirements makes the building external wall thermal insulation materials of the huge.But a few games by external wall thermal insulation material cause serious fire,the relevant government departments recognize the need to improve the external wall thermal insulation materials fire performance requirements,but how will the exterior wall thermal insulation material of thermal insulation and fireproof combining is a new urgent problems.In this paper,through the analysis of building exterior wall thermal insulation material type and fire hazard,combining with the building exterior wall thermal insulation material fire performance status,of building exterior wall thermal insulation material the fire performance of a method.

  7. The reaction of the building structure with window unit to the explosiveimpact on the basis of dynamic equation solution

    Directory of Open Access Journals (Sweden)

    Doronin Fedor Leonidovich

    2014-01-01

    Full Text Available When designing residential buildings, additional measures for increasing the strength at dynamic effects indoors are not foreseen. The walls of the structure fixed in the framework are not designed for shock wave caused by explosion of utility gas. When designing a building, the task of the special dynamic load is often reduced to the calculation of the safe shock pressure, exceeding of which leads to the destruction of the structures. The wall with the window area under dynamic effects is a blast relief panel, which reduces the excess pressure inside the room. The proposed method of calculating a design with a window unit allows determining the dynamic reaction of the wall on explosive pulse. The proposed calculation technique of the constructions at shock loads allows tracing the changes of the inertial forces and displacements at any stage of dynamic response. The reaction to dynamic loads can be also set for non-monolithic structures, consisting of different materials with different conditions of fastening. Elastoplastic reaction of a brick wall with glass units was determined using step-by-step method of linear acceleration. The calculation of stress-strain state of brick walls with window panes determined the strength properties of the structures close to the monolithic version. The proposed technique of numerical solution of dynamic equations is applied only in the analysis of elastic systems, in which the dynamic characteristics remain unchanged throughout the reaction process.

  8. Experimental study on mechanical properties of non-autoclaved and non-sintered fly-ash Perforated brick masonry%免蒸压免烧结粉煤灰多孔砖砌体力学性能试验研究

    Institute of Scientific and Technical Information of China (English)

    李忠献; 周晓洁; 夏多田; 许小波; 刘泽锋

    2012-01-01

    Non-autoclaved and non-sintered fly-ash perforated brick is a kind of new material for load-bearing walls. In order to promote the application of this new material in village and town buildings of seismic area, compression and shear strength of non-autoclaved and non-sintered fly-ash perforated brick masonry was tested and crack and failure progress was analyzed. The test results show that the failure processes and characteristics of the non-autoclaved and non-sintered fly-ash perforated brick masonry in compression and in shear are similar to that of the common brick masonry, however the non-autoclaved and non-sintered fly-ash perforated brick masonry tends to fail in brittle manner. The compression and shear strength are all less than that of the common brick masonry. A mathematic model of 6-degree polynomial was used to express the compressive constitutive relationship and the whole process of non-autoclaved and non-sintered fly-ash perforated brick masonry in compression was described. The curve was close to the measured data.%免蒸压免烧结粉煤灰多孔砖是一种新型承重墙体材料,为使其在地震区村镇建筑中得到推广应用,进行了多孔砖砌体抗压强度和抗剪强度试验,分析了砌体裂缝开展及破坏过程.试验结果表明:免蒸压免烧结粉煤灰多孔砖砌体的受压、受剪破坏过程及特征与普通黏土砖砌体类似,但具有更大的脆性;抗压、抗剪强度均小于普通黏土砖砌体;采用6次多项式的受压本构关系数学模型,反映了免蒸压免烧结粉煤灰多孔砖砌体受压应力-应变全过程,计算值与实测数据比较接近.

  9. Ouellette manor senior citizens' building, Windsor, Ontario, Canada

    Energy Technology Data Exchange (ETDEWEB)

    Hollick, J. [Solar Wall International Ltd., Downsview (Canada)

    1999-07-01

    The world's tallest solar air collector was installed on this building as part of a renovation project. The brick exterior of the 24-storey building was deteriorating from moisture penetration and freezing. Recladding was necessary to prevent further damage. An unglazed brown perforated-plate solar collector was chosen to cover the facade. This solution prevents further moisture damage, has an attractive appearance and provides free heating of fresh air required in the building. The unglazed solar air heater (61 m high x 5.5 wide) looks like conventional metal cladding but it is mounted 250 mm from the main wall and is perforated to allow outside air to travel through the metal, where it picks up solar heat. The heated air is then directed to the fresh air intake of the ventilation system and supplies 28% of the ventilation heating requirements. The solar heating system has a six-year payback. (author)

  10. Construction solutions for the exterior walls in the process of increasing the width of residential buildings of brownfield construction in seismic hazardousand dry hot conditions of Central Asia

    Directory of Open Access Journals (Sweden)

    Usmonov Shukhrat Zaurovich

    2014-02-01

    Full Text Available The main object of this study is the reconstruction, renovation and modernization of the housing built in the period 1975—1985. These buildings have low energy efficiency due to the poor thermal insulation properties of the walls. These apartments do not meet the necessary requirements for year round warmth and comfort.Reconstruction is more preferable, than new-build, because of the cost saving for the land acquisition. Reconstruction is generally 1.5 times cheaper than new-build with 25—40 % reduced cost on building materials and engineering infrastructure.Increasing the width of the apartment blocks from 12 to 15 m can save 9—10 % on the consumption of thermal energy for heating and reduce the m2 construction cost by 5.5—7.0 %. In—5-9 storey high-rise buildings the savings are 3—5 %.Therefore, the width of the apartment block should preferably be between 9—12 m but could be extended to 18 m. The depth of the apartments themselves will be 5.4 — 6.0 —7.2 or 9.0 m. During the reconstruction of 5-storey residential buildings (Building Type105 in a seismic zone, an increase in the width of the block and the lateral stiffness of the building is achieved by building a new reinforced concrete (RC frame on both sides of the building with a depth of between 2 and 6 m. This technique is especially effective in increasing the seismic resistance of the building. Self-supporting walls of cellular concrete blocks (density 600 kg/m3 and a thickness of 300 mm are constructed on the outside of the frame, taking care to avoid cold bridges.Model studies have shown that in the conditions of hot-arid climate the thickness of the air gap in a ventilated facade does not significantly change the cooling-energy consumption of the building, and heating consumption is significantly increased. The building's energy consumption is most influenced by the volume of the air in the air gap. By increasing the ventilation rate in the air gap, the energy

  11. Rational preparation of waste coal mixture for production of bricks by the method of compression molding

    Science.gov (United States)

    Stolboushkin, A. Yu; Ivanov, A. I.; Temlyantsev, M. V.; Fomina, O. A.

    2016-10-01

    Rational preparation of the mixture containing technogenic raw material - waste coal for the production of wall ceramics is developed. It was established that the technology of high-quality ceramic bricks requires: grinding of raw materials to class 0.3 + 0 mm, its aggregation in the intensive mixers into granules 1-3 mm, compression molding of adobe to plastic deformation of granules, drying and firing.

  12. 哈尔滨索菲亚教堂立面砖饰形态研究%STUDY ON BRICK ORNAMENT FORM OF FACADE IN HARBIN SOPHIA CATHEDRAL

    Institute of Scientific and Technical Information of China (English)

    贾娇娇; 刘松茯

    2013-01-01

    从砖饰的总体特征,砖的砌筑方式与形态,砖饰形成的艺术效果分析了哈尔滨索菲亚教堂外观特色,以此探讨中国近代城市的该类建筑普遍形式和流行特征.%The paper analysed the features of Harbin Sophia Cathedral' s facade, in terms of the general characteristics of brick decoration, the masonry and form of brick, the artistic effect of brick decoration , discussed universal form and prevalent characteristics on the kind of building in Modern Chinese.

  13. Determination of shielding factors for typical buildings in Brazil; Determinacao dos fatores de blindagem para construcoes tipicamente brasileiras

    Energy Technology Data Exchange (ETDEWEB)

    Salinas, Isabel Cristina Poquet

    2006-10-15

    This study presents a methodology for the determination of the air kerma inside buildings due to contamination on the external surfaces and the shielding factors for the construction material to be used on emergency assessment systems for urban areas. The commonly used construction materials were simulated with the MCNP computer code. A special methodology to simulate the bricks with holes were developed, mixing all different regions into a single one, making the simulation easier and faster. The effective density and the attenuation coefficients for the 50-3000 keV energy range were determined. The effective protection for the bricks with no cement cover decreases by 40-50% for energies greater then 300 keV when compared to bricks covered on both sides. With the data made available it was possible to evaluate the influence of the construction materials densities and thickness on the exposure due to external surfaces contamination and to estimate the error on the dose when the shielding factor applied on the calculation differs from the more realistic ones. The shielding factors for three types of walls were determined for a five rooms house. Special protection procedures should be applied for houses built with bricks with no cement cover, because they are due to the double of the dose when compared to houses built with bricks two-sided cement covered. The influence of windows and doors were evaluated too. This work was developed at the IRD in order to provide information on the construction material commonly uses on building in Brazil. (author)

  14. Brick Paving Systems in Expeditionary Environments: Field Testing

    Science.gov (United States)

    2012-07-01

    comparable structural characteristics to typical hot-mix asphalt (HMA) or portland cement concrete (PCC) pavements. Brick-paved roads are classified as...bricks were cast in a wood mold and fired in a kiln . This type of process and brick appearance likely are indicative of the type of bricks used in more...included spreading the material to a uniform 12-in. depth at a nearby preparatory site, mixing the material with a rotary mixer, adjusting the

  15. Water vapor sorption hysteresis of ceramic bricks

    Science.gov (United States)

    Koronthalyova, Olga

    2016-07-01

    A quantification of the hysteretic effects and their thorough analysis was carried out for three types of ceramic bricks. Water vapor adsorption/desorption isotherms were measured by the standard desiccator method. The desorption measurements were carried out from capillary moisture content as well as from equilibrium moisture content corresponding to the relative humidity of 98 %. For all three tested types of bricks the hysteretic effects were present but their significance differed depending on the particular type of brick. Significant differences were noticed also in desorption curves determined from capillary moisture content and from equilibrium moisture content corresponding to the relative humidity of 98 %. Based on the measured data a possible correlation between pore structure parameters and noticed hysteretic effects as well as relevance of the open pore model are discussed. The obtained adsorption/desorption curves were approximated by an analytical relation.

  16. Chemically-bonded brick production based on burned clay by means of semidry pressing

    Energy Technology Data Exchange (ETDEWEB)

    Voroshilov, Ivan, E-mail: Nixon.06@mail.ru; Endzhievskaya, Irina, E-mail: icaend@mail.ru; Vasilovskaya, Nina, E-mail: icaend@mail.ru [FSAEI HVE Siberian Federal University, 82 Svobodny Prospekt, Krasnoyarsk, 660130 (Russian Federation)

    2016-01-15

    We presented a study on the possibility of using the burnt rocks of the Krasnoyarsk Territory for production of chemically-bonded materials in the form of bricks which are so widely used in multistory housing and private house construction. The radiographic analysis of the composition of burnt rock was conducted and a modifier to adjust the composition uniformity was identified. The mixing moisture content was identified and optimal amount at 13-15% was determined. The method of semidry pressing has been chosen. The process of obtaining moldings has been theoretically proved; the advantages of chemically-bonded wall materials compared to ceramic brick were shown. The production of efficient artificial stone based on material burnt rocks, which is comparable with conventionally effective ceramic materials or effective with cell tile was proved, the density of the burned clay-based cell tile makes up to 1630-1785 kg \\ m{sup 3}, with compressive strength of 13.6-20.0 MPa depending on the compression ratio and cement consumption, frost resistance index is F50, and the thermal conductivity in the masonry is λ = 0,459-0,546 W \\ m {sup *} °C. The clear geometric dimensions of pressed products allow the use of the chemically-bonded brick based on burnt clay as a facing brick.

  17. Development of Reproducing Alumina-Magnesia-Carbon Bricks

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    The reproducing alumina-magnesia-carbon bricks were prepared with the dumped bricks as starting materials. The bulk density, apparent porosity, crushing strength, modolus of rupture and slag resistance of the specimen were analyzed. The results show that the used refractories can be reused and recycled by the right method. The reproducing alumina-magnesia-carbon bricks with better abilities were prepared.

  18. 78 FR 44433 - Safety Zone; Metedeconk River; Brick Township, NJ

    Science.gov (United States)

    2013-07-24

    ... SECURITY Coast Guard 33 CFR Part 165 RIN 1625-AA00 Safety Zone; Metedeconk River; Brick Township, NJ AGENCY... regulation applies to only one recurring fireworks event held in the Metedeconk River in Brick Township, NJ... CFR 165.506, an entry 19 for the Metedeconk River, Brick Township, NJ Safety Zone will be added from...

  19. Potential Energy Savings Due to Phase Change Material in a Building Wall Assembly: An Examination of Two Climates

    Energy Technology Data Exchange (ETDEWEB)

    Childs, Kenneth W [ORNL; Stovall, Therese K [ORNL

    2012-03-01

    Phase change material (PCM), placed in an exterior wall, alters the temperature profile within the wall and thus influences the heat transport through the wall. This may reduce the net energy transport through the wall via interactions with diurnal temperature swings in the external environment or reduce the electricity needed to meet the net load through the wall by shifting the time of the peak load to a time when the cooling system operates more efficiently. This study covers a broad range of parameters that can influence the effectiveness of such a merged thermal storage-thermal insulation system. These parameters included climate, PCM location within the wall, amount of PCM, midpoint of the PCM melting and freezing range relative to the indoor setpoint temperature, temperature range over which phase change occurs, and the wall orientation. Two climates are investigated using finite difference and optimization analyses: Phoenix and Baltimore, with two utility rate schedules. Although potential savings for a PCM with optimized properties were greater when the PCM was concentrated near the inside wall surface, other considerations described here lead to a recommendation for a full-thickness application. An examination of the temperature distribution within the walls also revealed the potential for this system to reduce the amount of energy transported through the wall framing. Finally, economic benefits can exceed energy savings when time-of-day utility rates are in effect, reflecting the value of peak load reductions for the utility grid.

  20. On the Detection of Building Exterior Wall Energy-saving Insulation Materials%建筑外墙节能保温材料检测浅析

    Institute of Scientific and Technical Information of China (English)

    吕志宏

    2015-01-01

    Based on the detection technology of building exterior wall energy-saving insulation materials, this article puts forward the method for the improvement of quality detection of energy saving insulation materials.%本文将立足建筑外墙节能保温材料的检测技术,提出完善节能保温材料质量检测的方法。

  1. New electrical tomographic method to determine dampness in historical buildings

    Directory of Open Access Journals (Sweden)

    Rymarczyk Tomasz

    2016-06-01

    Full Text Available This paper presents a new, nondestructive method of testing brick wall dampness in wall structures. The setup was used to determine the moisture in a specially built laboratory model. Topological methods and the gradient technique are used to optimize the approach. A forward model of a wall was constructed to solve the inverse problem resulting in moisture buildup inside the wall.

  2. Physico-mechanical characterization of adobe bricks from Cyprus

    Science.gov (United States)

    Ioannou, I.; Illampas, R.; Charmpis, D. C.

    2012-04-01

    Adobe bricks have been used in the construction of buildings for thousands of years. In our days, adobe masonry is no longer a prevailing form of construction. However, a great number of earthen buildings still survives in most regions of the world and constitutes an essential part of the international architectural and cultural heritage. Furthermore, efforts are currently being made to reintroduce adobes as an environmentally-friendly building material to contemporary architecture within the context of sustainable development. Despite the long-term use of adobes and their importance for the society, our knowledge of many aspects of this material is still rather limited. As a result, there are many ongoing research initiatives worldwide aiming to investigate the physicochemical and mechanical properties of adobe bricks and related durability problems. In this paper, we present our work (which is funded by the Cyprus Research Promotion Foundation Project EΠIXEIPHΣEIΣ/ΠPOION/0609/41, the Republic of Cyprus and the European Regional Development Fund) on the physico-mechanical characterization of adobes from Cyprus. In the absence of standardized procedures for most of the tests carried out, testing methodologies that either refer to other types of masonry materials and/or are encountered in the literature are adopted. The results show that adobes are mostly composed of random quantities of silt and clay. Calcite is also predominant in the X-ray diffraction analyses patterns. The average capillary water absorption coefficient of the test specimens rarely exceeds 1 mm/min1/2 (when measured against a saturated sponge surface), while their thermal conductivity is around 0.55 W/mK. Extensive experimental data on the material's mechanical behaviour show that adobes' response to compression is characterized by intense deformability. The average value of compressive strength depends greatly on the form of specimen examined (cube, cylinder, prism) and the failure criterion

  3. Building America Case Study: Monitoring of Double Stud Wall Moisture Conditions in the Northeast, Devens, Massachusetts (Fact Sheet)

    Energy Technology Data Exchange (ETDEWEB)

    2015-03-01

    Double-stud walls insulated with cellulose or low-density spray foam can have R-values of 40 or higher. However, double stud walls have a higher risk of interior-sourced condensation moisture damage, when compared with high-R approaches using exterior insulating sheathing. Moisture conditions in double stud walls were monitored in Zone 5A (Massachusetts); three double stud assemblies were compared.

  4. Beyond the Brick Walls: Homeschooling Students with Special Needs

    Science.gov (United States)

    Cook, Kathleen B.; Bennett, Katie E.; Lane, Justin D.; Mataras, Theologia K.

    2013-01-01

    The percentage of children with special needs receiving academic instruction at home has substantially increased since a resurgence of homeschooling during the 1990s. In light of this information, the purpose of this article was to provide an overview of the history and laws related to homeschooling, the characteristics of homeschool families, and…

  5. The Brick Wall: Why So Few Women Become Senior Academics.

    Science.gov (United States)

    Bacchi, Carol

    1993-01-01

    It is proposed that, to address the lack of women in senior academic ranks, higher education should reexamine appointment procedures, scrutinize the standards by which men have been assessed traditionally, ask men to justify their own merit, and examine the way in which male academics interact with their female counterparts. (MSE)

  6. Some recommendations for the construction of walls using adobe bricks

    OpenAIRE

    Miguel Ángel Rodríguez-Díaz; Belkis Saroza-Horta; Pedro Nolasco Ruiz-Sánchez; Ileana Julia Barroso-Valdés; Fernando Ariznavarreta-Fernández; Felipe González-Coto

    2014-01-01

    En el presente artículo se estudian las condiciones en las que deben ser levantados los muros de adobe en construcciones de tierra. Para ello, se construye una edificación piloto en Villa Clara, Cuba, que ha servido de base para probar distintas soluciones constructivas. Como resultado de esta investigación se dan recomendaciones para evitar el ascenso de la humedad por capilaridad, sobre la velocidad de levantamiento, la longitud de muro adecuada, el mortero de unión tanto de adobes entre sí...

  7. Some recommendations for the construction of walls using adobe bricks

    Directory of Open Access Journals (Sweden)

    Miguel Ángel Rodríguez-Díaz

    2014-01-01

    Full Text Available En el presente artículo se estudian las condiciones en las que deben ser levantados los muros de adobe en construcciones de tierra. Para ello, se construye una edificación piloto en Villa Clara, Cuba, que ha servido de base para probar distintas soluciones constructivas. Como resultado de esta investigación se dan recomendaciones para evitar el ascenso de la humedad por capilaridad, sobre la velocidad de levantamiento, la longitud de muro adecuada, el mortero de unión tanto de adobes entre sí como de adobe con otro material, el cerramento, los dinteles, la protección de vanos así como para el revestimiento adecuado para la protección del muro de adobe del intemperismo.

  8. Desalination of painted brick vaults

    DEFF Research Database (Denmark)

    Larsen, Poul Klenz

    The subject of the thesis is salt and moisture movement that causes damage to wall paintings on church vaults. The deterioration was studied in the churches of Fanefjord, Kirkerup and Brarup. A desalination method was tested om location. The salt and moisture transfer was examined in detail...

  9. Experimental investigations on dry stone masonry walls

    OpenAIRE

    2006-01-01

    Brick unreinforced masonry walls have been widely studied both from experimental and numerical point of view, but scarce experimental information is available for dry stone masonry walls that constitute the material more frequently used in the construction of ancient historical constructions. Therefore, the present work aims at increasing the insight about the behavior of typical ancient masonry walls under cyclic loading. To attain such goal, different experimental approaches are consi...

  10. Adherence Characteristics of Cement Clinker on Basic Bricks

    Institute of Scientific and Technical Information of China (English)

    GUO Zongqi; Michel Rigaud

    2002-01-01

    Based on the sandwich test, adherence mechanisms of cement clinker on various basic bricks were tackled by microstructural observations with help of cathodoluminescence technique. Doloma based bricks offer sufficient lime to react with clinker, forming C3 S rich layer and initializing superior adherence. However, clinker with low silica ratio leads to MgO agglomeration at the interface of doloma bricks, which reduces adherence strength. On magnesia spinel bricks, fine, crystalline spinel easily reacts with lime containing phases from clinker to form lowmelting phases and belite zone, which shows high adherence performance. Lack of fine spinel in magnesia spinel bricks results in poor adherence.

  11. Investigation on Production and Markets of Silica Bricks in China

    Institute of Scientific and Technical Information of China (English)

    ZHANGZhongqi; CHUGuosheng; WANGTiezheng; PANShangxin

    2003-01-01

    The annual output of China's silica brick amounts up to over 300 thousand tons, which accounts for more than 70% of the total oupout of silica bricks in the world. Besides satisfying domestic markets, China's silica bricks have been exported to many countries and retions such as Japan, USA etc. In this paper, the situation of silica bricks production, technology, sales and exporting have been described. Also suggestions on improvement of silica bricks quality and exporting, corporation with foreign partners have been put forward in order to win larger market share both aat home and abroad.

  12. Investigation on Production and Markets of Silica Bricks in China

    Institute of Scientific and Technical Information of China (English)

    ZHANG Zhongqi; CHU Guosheng; WANG Tiezheng; PAN Shangxin

    2003-01-01

    The annual output of China' s silica brick amounts up to over 300 thousand tons, which accounts for more than 70% of the total output of silica bricks in the world.Besides satisfying domestic markets, China's silica bricks have been exported to many countries and regions such as Japan, USA etc. In this paper, the situation of silica bricks production, technology, sales and exporting have been described. Also suggestions on improvement of silica bricks quality and exporting, corporation with foreign partners have been put forward in order to win larger market share both at home and abroad.

  13. Development of Andalusite Bricks for Hot Blast Stove

    Institute of Scientific and Technical Information of China (English)

    KANG Huarong; LI Xianming; DONG Shengying; XUE Wendong; LI Yong; SONG Wen

    2008-01-01

    Low-creep andalusite bricks are characterized by high refractoriness under load, good anti-creep property, high mechanical strength, low porosity, good thermal shock resistance, etc. In this study, low-creep andalusite brick specimens were investigated in the lab using mullite, bauxite and andalusite. Andalusite with the different panicle sizes were used in the experiment and the specimen with the best property was selected as the production standard. In addition, the industrial produced low-creep andalusite bricks were compared with other low-creep bricks. The results show that the developed low-creep andalusite bricks is an excellent material for hot blast stove.

  14. Mineral thermal insulation systems for low-energy buildings: Optimum insulation of external walls; Mineralische Aussenwaermedaemmsysteme fuer Niedrigenergiehaeuser: Der richtige Rahmen

    Energy Technology Data Exchange (ETDEWEB)

    Pfefferkorn, J. [Fixit AG, Weiach (Switzerland)

    1997-05-01

    Low-energy buildings are complex systems. Many different criteria must be observed in their construction, and object-specific details must be viewed in the context of the overall system. Good thermal insulation alone does not make a low-energy building, but also the energy turnover of the external wall construction and its environmental acceptability must be taken into account. HAUSTECH presents the example of a new low-energy building with an efficient solar system in order to indicate the criteria that must be observed in particular for wall constructions of low-energy buildings in the Swiss low mountain regions. (orig.) [Deutsch] Niedrigenergiehaeuser sind komplexe Systeme. Bei der Planung und Realisierung muessen die verschiedensten Anforderungskriterien beruecksichtigt und einzelne objektspezifische Details im Hinblick auf das ganze System hinterfragt werden. Eine gute Waermedaemmung allein macht noch kein Niedrigenergiehaus aus. Die ganzheitliche Betrachtung schliesst auch den Energiehaushalt der Aussenwandkonstruktion und deren Umweltvertraeglichkeit mit ein. `HAUS TECH` zeigt anhand eines kuerzlich fertiggestellten Niedringenergiehauses, in dem auch die Solartechnik wirkungsvoll eingesetzt wird, auf, welche Kriterien bei Wandkonstruktionen fuer solche Bauten im schweizerischen Mittelland besonders zu beachten sind. (orig.)

  15. Careful modernisation of historical buildings. Wall-mounted multiple high-efficiency boiler systems; Sanierung mit Fingerspitzengefuehl. Brennwertwandgeraete als Mehrkesselanlage

    Energy Technology Data Exchange (ETDEWEB)

    Rieke, M. [Broetje (A.) Werke fuer Heizungstechnik GmbH und Co. KG, Rastede (Germany)

    2006-11-15

    The Offenburg townhall building is a historical monument of the baroque era which is still used as an office building. The technical facilities were checked and modernisation measures were planned and executed in 2005 so as to ensure high thermal comfort without interfering with the character of the building. (orig.)

  16. Assessment of natural radioactivity and mass attenuation coefficients of brick and roofing tile used in Turkey

    Energy Technology Data Exchange (ETDEWEB)

    Damla, N., E-mail: nevzat.damla@batman.edu.tr [Batman University, Department of Physics, 72060 Batman (Turkey); Cevik, U.; Kobya, A.I. [Karadeniz Technical University, Department of Physics, 61080 Trabzon (Turkey); Celik, A. [Giresun University, Department of Physics, 28049 Giresun (Turkey); Celik, N. [Guemueshane University, Department of Physics Engineering, 29100 Guemueshane Turkey (Turkey); Yildirim, I. [Karadeniz Technical University, Department of Forest Industry, 61080 Tranzon (Turkey)

    2011-08-15

    In this study the distribution of natural radionuclides ({sup 226}Ra, {sup 232}Th, {sup 40}K) in brick and roofing tile samples commonly used as building materials in Turkey was measured by using gamma spectrometry. The activity concentrations, radium equivalent activities (Ra{sub eq}), representative level index, indoor absorbed dose rate in air values and annual effective dose due to the intake of the above-mentioned radionuclides in the brick and roofing tile samples were estimated to assess the radiation hazard for people living in dwellings made of the materials studied. The measured average activity concentrations of {sup 226}Ra, {sup 232}Th and {sup 40}K were 34 {+-} 14, 34 {+-} 13 and 462 {+-} 175 Bq.kg{sup -1}, respectively, for brick samples. For roofing tile, the average activity concentrations of {sup 226}Ra, {sup 232}Th and {sup 40}K were measured to be 34 {+-} 14, 33 {+-} 12 and 429 {+-} 161 Bq.kg{sup -1}, respectively. The concentrations for these natural radionuclides were compared with the reported data of other countries. The Ra{sub eq} values of all samples were lower than the limit of 370 Bq.kg{sup -1}, equivalent to a gamma dose of 1.5 mSv.a{sup -1} recommended by OECD. This study shows that the measured brick and roofing tile samples do not pose any significant source of radiation hazard and are safe to be used as building materials. Moreover, the experimental mass attenuation coefficients ({mu}/{rho}) of brick and roofing tile samples were determined in the energy range 80-1332 keV using the gamma ray transmission method. The experimental mass attenuation coefficients were compared with theoretical values obtained using XCOM. It was found that the computed values and the experimental results of this work are in good agreement with those reported in the literature. The chemical compositions and structural analysis (XRD) of the brick and roofing tile samples are also presented. - Highlights: > In this study, the distribution of natural

  17. Application of Optimum Compaction Energy in the Development of Bricks Made with Construction Trash Soils

    Directory of Open Access Journals (Sweden)

    T. Lopez-Lara

    2014-01-01

    Full Text Available In general, bricks frequently show different densities and therefore different resistances because the compaction energy is not considered in their production. Expansive soils represent a problem for light buildings over them because of volumetric instability. A generalized solution has been to extract them and substitute them by inert soil; thus they become construction trash. So, in this work the compaction energy aspect and the use of construction trash soils in the elaboration of resistant masonry bricks of homogeneous and controlled density are a new contribution in the production of bricks of better quality. First, the soil was stabilized with CaOH which leads to a decrease in its volumetric changes. Then, they were compacted with a specific energy for obtaining an optimal and maximum controlled density to ensure an increase in strength. Our results show that two optimal compaction energies can be considered with respect to the variation of optimum moisture in masonry bricks of expansive soil stabilized with lime. The first is when the optimal humidity reaches its smallest value (integrated soil lumps and the second is when humidity increases (disintegrated soil lumps, after reaching its lowest value. We also conclude that high compaction energy does not improve density values.

  18. Rapid radiochemical method for determination of actinides in emergency concrete and brick samples.

    Science.gov (United States)

    Maxwell, Sherrod L; Culligan, Brian K; Kelsey-Wall, Angel; Shaw, Patrick J

    2011-09-02

    A new rapid method for the determination of actinides in emergency concrete and brick samples has been developed at the Savannah River Site Environmental Lab (Aiken, SC, USA) that can be used in emergency response situations or for routine analysis. If a radiological dispersive device (RDD), Improvised Nuclear Device (IND) or nuclear accident occurs, there will be a urgent need for rapid analyses of many different environmental matrices, including building materials such as concrete and brick, to support dose mitigation and environmental clean-up. The new method for actinides in concrete and brick method utilizes a rapid sodium hydroxide fusion method, a lanthanum fluoride matrix removal step, and a column separation process with stacked TEVA, TRU and DGA Resin cartridges. Alpha emitters are prepared using rare earth microprecipitation for counting by alpha spectrometry. The method showed high chemical recoveries and effective removal of interferences. The determination of actinides in concrete and brick sample analysis can be performed in less than 8h with excellent quality for emergency samples. The rapid fusion technique is a rugged sample digestion method that ensures that any refractory actinide particles are effectively digested.

  19. Making fired bricks with spent equilibrium catalyst-a technical feasibility study

    Science.gov (United States)

    Chou, M.-L.; Chen, L.-M.; Lai, Y.-C.; Chou, S.-F.

    2009-01-01

    Fluid catalytic cracking in an oil refinery uses a catalyst, such as an alumino-silicate zeolite, in the conversion of heavy hydrocarbons to light hydrocarbons. A small fraction of the catalyst is continually replaced with fresh catalyst to maintain activity. In North America, more than 400 tons of spent alumino-silicate equilibrium catalyst (spent e-cat), and worldwide, more than 1,100 tons, are generated daily, most of which is disposed of in landfills (municipal and on-site facilities). In this study, three spent e-cat samples were tested in a value-added application that would utilize this waste in the manufacturing of fired bricks. The results of this study indicate that spent e-cat is a technically feasible raw material substitute for the clay and shale commonly used in fired brick production. Fired bricks produced with up to 30 wt% of spent e-cat showed good physical appearance and their water absorption properties met the ASTM C 62 specifications for building bricks of either the moderate-or severe-weathering grade.

  20. Bond Behavior of Historical Clay Bricks Strengthened with Steel Reinforced Polymers (SRP

    Directory of Open Access Journals (Sweden)

    Elio Sacco

    2011-03-01

    Full Text Available In the strengthening interventions of past and historical masonry constructions, the non-standardized manufacture processes, the ageing and the damage of masonry units, could significantly affect the properties of the surfaces where strengthening materials are applied. This aspect requires particular care in evaluating the performance of externally bonded strengthening layers, especially with reference to the detachment mechanism. The bond response of old masonries could be very different from that occurring in new masonry units which are the ones generally considered in most of the bond tests available in technical literature. The aim of the present paper is the study of the bond behavior of historical clay bricks strengthened with steel reinforced polymers (SRP materials. In particular, the results of an experimental study concerning new manufactured clay bricks and old bricks extracted from different historical masonry buildings are presented. The obtained results, particularly in terms of bond resistance, detachment mechanism and strain distributions, are discussed for the purpose of analyzing the peculiarities of the historical bricks in comparison with new manufactured ones. Some considerations on the efficacy of the theoretical formulations of the recent Italian code are also carried out.

  1. 粉煤灰砖生产实践%Production practices of fly ash bricks

    Institute of Scientific and Technical Information of China (English)

    吴卫国

    2015-01-01

    普通砖的大规模化生产当属利用蒸压釜通过饱和蒸汽的工艺来得快一些,其生产产品一般有蒸压灰砂砖及蒸压粉煤灰砖,而这两种工艺的投资也是非常大的。小型投入中不需要蒸压工艺的只有水泥砖,而这种砖密度很大,不适合建筑节能的要求。这里介绍的是一种不需采用蒸压工艺又生产较轻产品的粉煤灰压制工艺。%Large-scale production of ordinary bricks is undoubtedly take advantage of saturated steam autoclave process, its\\products generally have autoclaved sand-lime bricks and autoclaved fly ash bricks, and the investment of these two processes is very large. Small investment which does not require autoclaving process only have the cement bricks, and this kind of brick’s density is large, and not suitable for building energy requirements.

  2. Using rice straw to manufacture ceramic bricks

    Directory of Open Access Journals (Sweden)

    Gorbunov German Ivanovich

    2014-12-01

    Full Text Available In the article, the co-authors offer their advanced and efficient methodologies for the recycling of the rice straw, as well as the novel approaches to the ceramic brick quality improvement through the application of the rice straw as the combustible additive and through the formation of amorphous silica in the course of the rice straw combustion. The co-authors provide characteristics of the raw materials, production techniques used to manufacture ceramic bricks, and their basic properties in the article. The co-authors describe the simulated process of formation of amorphous silica. The process in question has two independent steps (or options: 1 rice straw combustion and ash formation outside the oven (in the oxidizing medium, and further application of ash as the additive in the process of burning clay mixtures; 2 adding pre-treated rice straw as the combustible additive into the clay mixture, and its further burning in compliance with the pre-set temperature mode. The findings have proven that the most rational pre-requisite of the rice straw application in the manufacturing of ceramic bricks consists in feeding milled straw into the clay mixture to be followed by molding, drying and burning. Brick samples are highly porous, and they also demonstrate sufficient compressive strength. The co-authors have also identified optimal values of rice straw and ash content in the mixtures under research.

  3. Architectural Thermal Forms II: Brick Envelope

    DEFF Research Database (Denmark)

    Foged, Isak Worre

    2013-01-01

    The paper presents an architectural concept and design method that investigates the use of dynamic factors in evolutionary form finding processes. The architectural construct, phenotype, is based on a brick assembly and how this can be organized based upon material properties and environmental...

  4. X-Ray Diffraction and X-Ray Flourescence of Ancient Bricks of Candi bukit pendiat (Site 17, Bujang Valley, Kedah

    Directory of Open Access Journals (Sweden)

    Zuliskandar Ramli

    2013-06-01

    Full Text Available Candi bukit pendiat (Site 17 is one of the temple sites that used bricks as the main construction material and based on Global Positioning System, Candi bukit pendiat (Site 17 located at N5 41 43.4 E100 25 21.3. Apart from bricks, laterite stones were also used as the basis of the construction’s structure which is octagonal in shape that is a stupa. Based on relative dating of this site, it is proposed that it was built between the 7 to 9th centuries AD. At this site, bricks containing rice husks were also found. These rice husks were used as strengthening material or one of the rituals when building temples. This combine evidence shows that the Old Kedah Malay community had already practised the paddy cultivation system since the 7th century AD or earlier. This study will focus on material composition analysis of ancient bricks that were used to construct this temple of which the main purpose is to see whether the raw materials used to produce those bricks utilised local raw materials or not. This is because the usage of local raw materials was associated with brick making technology that was already mastered by the local community. Two analysis techniques will be used namely the X-Ray Fluorescence (XRF and the X-Ray Diffraction Technique (XRD in determining the content of the major and trace elements as well as the mineral content in the ancient bricks. The findings show that the major minerals contained in the ancient bricks of Candi bukit pendiat (Site 17 are quartz, muscovite and microline while the other minerals that exist are kaolinite. The mineral content and physical observation of the bricks indicate that the open burning technique was used to produce these bricks because of the presence of kaolinite in one of the samples (BP17 (xv. The kaolinite content shows that the samples were baked at a temperature less than 550˚C. The content of the major and trace elements also shows that these bricks were produced from the same source and

  5. Life cycle assessment of regional brick manufacture

    Directory of Open Access Journals (Sweden)

    López-Aguilar, H. A.

    2016-06-01

    Full Text Available This document presents a Life Cycle Assessment (LCA study to quantify the environmental cradle-to-gate impact of the manufacture of brick for the construction industry, produced with material of igneous source. Its mineral composition and thermal isolation properties were characterized for use in real estate construction. The LCA results for brick manufacture using this material identified the greatest environmental impact to be associated with material extraction and its proportional cement content. Additionally, this document presents an evaluation of the environmental impact of the manufacturing process by comparing traditional fired clay brick and brick of the material under study. In conclusion, the studied material shows thermal insulation qualities and suitability for the manufacture of bricks with low incorporated energy.Este trabajo presenta un estudio de Análisis de Ciclo de Vida (ACV para cuantificar los impactos ambientales de la cuna a la puerta de la manufactura de ladrillos para la industria de la construcción, fabricados de un material de origen ígneo. Se caracterizó su composición mineralógica y propiedades de aislamiento térmico para ser usado en la construcción de inmuebles. Los resultados ACV de la fabricación de ladrillos de este material, identificaron la mayor contribución a los impactos ambientales asociados a la extracción del material y la cantidad proporcional de cemento. Adicionalmente, se presenta una evaluación comparativa del impacto ambiental entre la manufactura de un ladrillo tradicional de arcilla cocido y de un ladrillo del material en estudio. En conclusión el material estudiado muestra cualidades de aislamiento térmico y es adecuado para la fabricación de ladrillos con baja energía incorporada.

  6. Biofouling Prevention of Ancient Brick Surfaces by TiO2-Based Nano-Coatings

    Directory of Open Access Journals (Sweden)

    Lorenzo Graziani

    2015-07-01

    Full Text Available Brick constitutes a significant part of the construction materials used in historic buildings around the world. This material was used in Architectural Heritage for structural scope, and even for building envelopes. Thus, components made of clay brick were subjected to weathering for a long time, and this causes their deterioration. One of the most important causes for deterioration is biodeterioration caused by algae and cyanobacteria. It compromises the aesthetical properties, and, at a later stage, the integrity of the elements. In fact, traditional products used for the remediation/prevention of biofouling do not ensure long-term protection, and they need re-application over time. The use of nanotechnology, especially the use of photocatalytic products for the prevention of organic contamination of building façades is increasing. In this study, TiO2-based photocatalytic nano-coatings were applied to ancient brick, and its efficiency towards biofouling was studied. A composed suspension of algae and cyanobacteria was sprinkled on the bricks’ surface for a duration of twelve weeks. Digital Image Analysis and colorimetric measurements were carried out to evaluate algal growth on specimens’ surfaces. Results show that photocatalytic nano-coating was able to inhibit biofouling on bricks’ surfaces. In addition, substrata (their porosity and roughness clearly influences the adhesion of algal cells.

  7. A Brick and Mortar Approach

    Science.gov (United States)

    Tretter, Thomas; Ardasheva, Yuliya; Bookstrom, Eric

    2014-01-01

    Literacy skills are critical for building science knowledge. For English Language Learners (ELLs)--the fastest growing population in U.S. schools (Goldenberg 2008)--learning English compounds the challenge of learning complex science concepts. This challenge is particularly acute for learning academic, science-specific English words and language…

  8. Preservation of murals with electrokinetic - with focus on desalination of single bricks

    DEFF Research Database (Denmark)

    Rörig-Dalgaard, Inge

    2009-01-01

    Salt induced deterioration of murals is in several cases ongoing in Danish churches. The murals are one of the main objects of our Danish Cultural Heritage. Existing applied methods for desalination of salt contaminated church vaults are based on indirect affection of the dissolved salts (ions...... was developed to optimize the desalination effect. After improvement of the poultice, desalination from high and problematic ion content could be reduced to low and unproblematic ion content in single bricks. A patent application was handed in April 2008 and an international PCT patent application has recently...... followed. Besides the experiments on optimized laboratory setups the very first desalination of a wall section with murals was documented. In addition it was shown that the specific brick type and its pore system influences the electrochemical iontransport and coherence between the ion content in the pore...

  9. Thermo active piles and diaphragm walls building process and thermal response test; Pilotes y pantallas termoactivas. Proceso constructivo y caracterizacion termica

    Energy Technology Data Exchange (ETDEWEB)

    Mazariegos, A.; Anton, L. C.; Valle, R.; Urchueguia, J.; Quilis, S.; Martinez, S.; Magraner, T.

    2009-07-01

    Thermo active foundation technology uses building foundation piles diaphragm wall slabs as ground heat exchangers to provide building with heating and cooling. This type of foundation is based on the use of the ground temperature to enhance the heat pump coefficient of performance (COP). In this kind of structures, the heat exchange can be done through a closed circuit installed on the reinforced of the foundation. This closed circuit is made up of HDPE pipes geothermal probes, through which water or brine circulates producing a heat exchange between this fluid and the ground. this fluid is led to a geothermal heat pump GHP, generating the energy required for air-conditioning a building. ENERGESIS, leading company in the air-conditioning field using geothermal energy and RADIO KRONSA, leading company in the engineering field of soil and subsoil, with the collaboration of the Universidad Politecnica de Valencia (UPV) and the Escuela Universitaria de Ingenieria Tecnica de Obras Publicas (UPM), have developed an action line to design and implement saving energy facilities by using geothermal energy associated with the foundations. A series of tests at work have been done in order to have a procedure to implement the thermal response of thermo active piles and diaphragm walls. (Author) 7 refs.

  10. Experience summary of building of exterior wall thermal insulation construction%建筑物外墙保温施工经验总结

    Institute of Scientific and Technical Information of China (English)

    闫卫进

    2011-01-01

    通过工程实践,详细介绍了建筑物外墙保温材料的选择、设计及施工要求,并列举了外墙保温施工易产生的质量缺陷,同时给出了相应的处理方法,有效控制了施工质量,达到保温、节能的效果。%Through the engineering practice,the paper detailed introduced the selection,design and construction requirements of building of exterior wall thermal insulation material,and listed the easy to produce quality defects of external wall thermal insulation c

  11. Analysis of Heat Transfer Performance about the Office Building Wall%办公建筑围护结构墙体传热性能分析

    Institute of Scientific and Technical Information of China (English)

    李国文; 李国强

    2016-01-01

    The form of office building external envelope affects energy consumption.To analyze the thermal performance of office building construction of dry-fasten stone on external wall, we established mathematical model of the heat transfer based on external envelope and wall, carried out the mathematical simulation used the finite difference method, calculated the index of heat change and energy efficiency by determining the temperature change. The conclusion shows by using the cubic spline interpolation function and mathematical model of the heat transfer that the office building interior wall have better energy-saving effect under different climate environment.%办公建筑的外围护结构型式影响能源消耗.针对外墙为干挂石材的办公建筑墙体进行热工性能分析,建立围护结构与墙体的传热数学模型,采用有限差分法进行仿真.通过监测墙体温度变化分析外围护结构传入到室内热量情况,判定办公建筑墙体围护结构的节能状况.通过采取三次样条插值环境温度函数作为有限差分法的数据,输入传热数学模型,模拟墙体的传热性能,得出如下结论:干挂石材外墙的办公建筑内墙表面温度在不同气候环境下波动不大,节能效果较好.

  12. Monitoring the accumulated water soluble airborne compounds deposited on surfaces of showcases and walls in museums, archives and historical buildings

    DEFF Research Database (Denmark)

    Skytte, Lilian; Rasmussen, Kaare Lund; Svensmark, Bo

    2017-01-01

    themselves. This might make the compounds seem absent from analyses of indoor air samples. Context and purpose of the study: A new method of detecting water soluble pollutants without taking samples from the interior walls or from the CH objects themselves has been developed. The method involves sampling...... the pollutants accumulated on a surface near the CH object, e.g. a nearby wall or an interior glass surface of a showcase. The samples were obtained by gently flushing the surface with deionised water to collect the ions readily removed from the surface. The method was tested on a variety of surfaces. Results......-, and SO4 2-. The resulting concentrations were converted to μEq, providing the ionic balance and the relative amounts of the ions and elements present. Ionic balance was observed on smooth and inert surfaces, but in some cases the chemistry of the wall contributed to the flush water. Solid samples of some...

  13. Use Of Crushed Bricks As Coarse Aggregate In Concrete

    Directory of Open Access Journals (Sweden)

    Fadia S. Kalak

    2013-05-01

    Full Text Available The investigation reported in this paper is carried out to study the feasibility of using crushed bricks to substitute the coarse aggregate (gravel in concrete. Two types of concrete mixing are prepared. The first one is a mixture of  1:2:4 without crushed bricks and is used as a reference mixture .The second one is made of different weight of crushed bricks (as a percentage from the weight of the coarse aggregate. A total of 30 numbers of concrete specimens are casted with and without crushed bricks and  tested under compression and split tension as per relevant to British standard specifications.Test results indicated that using crushed bricks reduces the strength of concrete. Also, the percentage of water to cement ratio increases for constant slump when the percentage of crushed bricks increased.

  14. Urban-environmental study from the Juarez municipality brick factories

    Directory of Open Access Journals (Sweden)

    María de Lourdes Romo Aguilar

    2004-01-01

    Full Text Available This paper seeks to evaluate the current situation of the traditional and ecological brick kilns in Juarez. The evaluation is addressed in both the environmental and socio-economic context. The brick production belongs to the informal economic sector without any regulatory scheme and without taxation. Its very low technology has serious impacts on the binational environment of the Paso del Norte region, through the highly polluted emissions to the atmosphere. However, the social and economic context of people working in this industry does not allow important changes, thus, making difficult any initiative for the brick kilns improvements and relocation. The main information source was a very concise survey applied to whole universe of brick makers. Data survey was registered in a Geographic Information System (GIS environment allowing us the analysis of the brick kilns in a spatial context. Finally, this document presents a descriptive profile of the brick kilns production and for the brickmakers.

  15. Characterization, reproduction and optimization of traditional adobe bricks

    Science.gov (United States)

    Ioannou, Ioannis; Eftychiou, Marina; Costi de Castrillo, Maria; Illampas, Rogiros

    2013-04-01

    Adobe bricks were first introduced 10-12,000 years ago. Extensive use of the material throughout the centuries has led to strong local traditions of building with earth and has established adobe masonry as an important feature of the international architectural heritage. Today, despite no longer being a prevalent building material, adobes are still in use, since a number of earthen structures survive worldwide. Furthermore, the simplicity, low cost and almost negligible embodied energy associated with the production of adobes, as well as their good thermal and acoustic properties, render them an attractive option for use in contemporary sustainable construction. Therefore, several ongoing research projects internationally investigate the physicochemical and mechanical properties of traditional adobe bricks and the design/production of optimized adobes, with improved characteristics, for use in contemporary architecture. Here, we present ongoing research on adobe bricks carried out in the framework of the project E& IXEIPH EI / POION/0609/41, which is co-funded by the European Regional Development Fund and the Republic of Cyprus, through the Cyprus Research Promotion Foundation. Our work focuses on the characterization of traditional adobes, their reproduction and optimization in the laboratory to produce materials with improved physicomechanical properties. Results up-to-date show that traditional adobes are mostly composed of random quantities of silt and clay. Calcite is also predominant in relevant X-ray diffraction analyses. The average capillary water absorption coefficient (measured against a saturated sponge surface) of samples collected from market suppliers rarely exceeds 1 mm/min1 -2, while their thermal conductivity is around 0.55 W/mK. The response of traditional adobes to compression is characterized by intense deformability. The average compressive strength recorded depends on the form of test specimen (cube, cylinder, prism). Samples with aspect

  16. Solar Walls in tsbi3

    DEFF Research Database (Denmark)

    Wittchen, Kim Bjarne

    tsbi3 is a user-friendly and flexible computer program, which provides support to the design team in the analysis of the indoor climate and the energy performance of buildings. The solar wall module gives tsbi3 the capability of simulating solar walls and their interaction with the building....... This version, C, of tsbi3 is capable of simulating five types of solar walls say: mass-walls, Trombe-walls, double Trombe-walls, internally ventilated walls and solar walls for preheating ventilation air. The user's guide gives a description of the capabilities and how to simulate solar walls in tsbi3....

  17. Brane Brick Models in the Mirror

    CERN Document Server

    Franco, Sebastian; Seong, Rak-Kyeong; Vafa, Cumrun

    2016-01-01

    Brane brick models are Type IIA brane configurations that encode the $2d$ $\\mathcal{N}=(0,2)$ gauge theories on the worldvolume of D1-branes probing toric Calabi-Yau 4-folds. We use mirror symmetry to improve our understanding of this correspondence and to provide a systematic approach for constructing brane brick models starting from geometry. The mirror configuration consists of D5-branes wrapping 4-spheres and the gauge theory is determined by how they intersect. We also explain how $2d$ $(0,2)$ triality is realized in terms of geometric transitions in the mirror geometry. Mirror symmetry leads to a geometric unification of dualities in different dimensions, where the order of duality is $n-1$ for a Calabi-Yau $n$-fold. This makes us conjecture the existence of a quadrality symmetry in $0d$. Finally, we comment on how the M-theory lift of brane brick models connects to the classification of $2d$ $(0,2)$ theories in terms of 4-manifolds.

  18. Enhancement in thermal and mechanical properties of bricks

    OpenAIRE

    Shibib Khalid S.; Qatta Haqi I.; Hamza Mohammed S.

    2013-01-01

    A new type of porous brick is proposed. Sawdust is initially well mixed with wet clay in order to create voids inside the brick during the firing process. The voids will enhance the total performance of the brick due to the reduction of its density and thermal conductivity and a minor reduction of its compressive stress. All these properties have been measured experimentally and good performance has been obtained. Although a minor reduction in compressive s...

  19. Properties of bricks produced from Greenlandic marine sediments

    DEFF Research Database (Denmark)

    Bertelsen, Ida Maria Gieysztor; Belmonte, Louise Josefine; Chen, Wan

    2015-01-01

    This study investigated the possibility of a local brick production from fine grained marine sediments (MS) near Sisimiut, Greenland. The assessment is based on the physical and mechanical properties of clay bricks concerning the resistance to the harsh, Arctic weather conditions, together...... water to fulfil the requirements for severe weathering according to ASTM-C62 (2013). It was concluded that the firing temperature needed to be increased in order to obtain a more durable brick-type, suitable for the Arctic climate....

  20. Production and Development of LRCO‘s Silica Bricks

    Institute of Scientific and Technical Information of China (English)

    MAXianghong; LIZhenmin; 等

    1998-01-01

    This paper reviews the history of development and production of silica bricks at Luoyang Refrac-tories(Group) Co.,Ltd,(Former Luoyang Refrac-tories Factory). Through the improvement and in-troducing technology from abroad the company's management and quality standard on silica bricks production has reached a higher level.The physical and chemical specifications,as well as the appear-ance of silica bricks for coke ovens,hot blast stoves and glass kilns have reached the advanced interna-tional level.Now the company has become producing base and main exporting base various kinds of silica bricks in China.

  1. Frost resistance of concrete with crushed brick as aggregate

    Directory of Open Access Journals (Sweden)

    Janković Ksenija

    2010-01-01

    Full Text Available The investigation included concrete made by using recycled brick as aggregate. Experimental work included several types of concrete made with the same cement content (385 kg/m3, and same consistency (slump about 1 cm. Recycled brick and combination of natural river aggregate and recycled brick were used as aggregates. The influence of percentage and grain size of crushed brick aggregate on concrete compressive strength, water absorption and frost resistance were observed. On the basis of the results obtained during experimental research, a general conclusion can be drawn that the application of recycled concrete as aggregate can lead to new composites with satisfactory physical-mechanical properties.

  2. Magnesia Brick GB/T 2275-2001

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    @@ 1 Scope This standard specifies the classification, technical requirements, test method, quality examination regulation, packing, label, transportation, storage and quality certification of magnesia brick.

  3. Magnesia Calcia Brick YB/T 4116-2003

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    @@ 1 Scope This standard specifies the classification, techni-cal requirements, test methods, inspection rules, packing, marking, transportation, storage and quality certificate of magnesia ealcia brick.

  4. The investigation of the impacts of walls and green facades on the optimization of energy consumption in buildings and its role in a sustainable development

    Directory of Open Access Journals (Sweden)

    Sara Heidarian

    2014-07-01

    Full Text Available In recent decades,artificial environments, compared to the natural spaces in urban areas, areexpanding day by day. Following the same trend in Iran, apartment living framewithout any natural space has changed. And it is while the need to nature isstill alive in human beings. Moreover, all over the world due to major problemssuch as global warming, air and water pollution, excessive energy consumptionand its high economic costs, utilizing technologies of sustainable architectureand specially creating green buildings has got great importance. In thisregard, the use of green areas can be used as appropriate strategy in order tosolve existing problems and creating sustainable architecture. In this paperwith research method based on library studies and descriptive analyticapproach, green walls, to improve the energy consumption efficiency inbuildings, have been investigated. And also the role of these systems in visualaesthetics of urban area in line with the objectives of sustainable developmentis examined. It seems that using green walls as a way to reduce the energyconsumption in buildings can be an effective option to advance the goals ofsustainablearchitecture.

  5. 建筑外墙保温施工技术分析%Analysis on the construction technique of exterior wall system of building

    Institute of Scientific and Technical Information of China (English)

    连惠坦

    2014-01-01

    Energy saving of buildings is an important part of architecture construction. Technicians should pay high attention to the construction technique of exterior wall system of building.This paper analyzes some details of constructions including material,design,construction technique and management to improve the performance of wall insulation systems,ensure the quality of construction and then enhance both the investment effect and sustainable of ecotope.%建筑节能保温工程是建筑工程施工的重要组成部分。建筑施工技术人员应对建筑节能保温技术高度重视,从系统的材料、设计、施工工艺及管理等几个方面着手,确保外墙外保温技术的原材料及施工质量,促进建筑投资效益和生态环境的可持续发展。

  6. Analysis on construction technology of exterior insulation of building exterior wall%建筑外墙外保温施工技术解析

    Institute of Scientific and Technical Information of China (English)

    左敬宏

    2015-01-01

    Building energy efficiency has become the inevitable trend of the development of modern architecture, building exterior insulation construction technology can effectively achieve the building energy efficiency,promote the development of China’s building energy efficiency. Exterior insulation construction of building exterior wall requires the use of external wall material and the corresponding construction technology,which can meet the requirements of energy conservation.Therefore,the construction technology of external insulation construction can not only improve people’s quality of life,but also promote the improvement of energy efficiency.In view of the construction technology of exterior insulation construction technology of building exterior insulation, external insulation construction technology is studied,and put forward a reasonable solution to promote the development of China’s construction industry.%建筑节能化已经成为了现代建筑发展的必然趋势,建筑外墙的外保温施工技术可以有效的实现建筑节能,促进我国建筑节能化的发展。建筑外墙的外保温施工需要使用符合节能要求的外部墙体材料以及相应的施工技术,保证建筑物内部的能源利用效率得到有效的提高,达到建筑节能的目的。所以建筑外墙外保温施工技术不仅可以提高人们的生活质量,还能促进能源利用效率的提升。针对建筑外墙外保温施工技术的相关问题,对外保温施工技术进行研究,提出合理的解决措施,促进我国建筑行业的发展。

  7. Ventilated external walls, constructed based on the building physics principles developed by Karl Gertis.; Hinterlueftete Aussenwaende, konstruiert aufgrund der von Karl Gertis erarbeiteten bauphysikalischen Grundlagen

    Energy Technology Data Exchange (ETDEWEB)

    Cziesielski, Erich [CRP Bauingenieure GmbH, Berlin (Germany)

    2008-12-15

    In his postdoctoral thesis Karl Gertis described the basic principles of the function and the geometric boundary conditions for the construction of ventilated external walls. The proposed revision of DIN 18516-1:2008-09 will again based on the fundamental results of his work. Meanwhile, further work has been carried out on various aspects, including the work by Janser and Marquardt on wind load assumptions and the corrosion-inhibiting effect of ventilated external walls. Ventilated external facings can be retrofitted to damaged walls in large-panel buildings to improve thermal insulation, as a remedial measure for joint defects, and in order to improve corrosion protection. This paper discusses the physical mechanisms relating to wind load reduction and corrosion protection. (Abstract Copyright [2008], Wiley Periodicals, Inc.) [German] Die grundlegende Arbeit ueber die Wirkungsweise und die geometrischen Randbedingungen bei der Konstruktion hinterluefteter Aussenwandkonstruktionen hat Karl Gertis mit seiner Habilitationsschrift verfasst. Auch in der geplanten Neufassung von DIN 18516-1:2008-09 wird auf die grundlegenden Ergebnisse seiner Arbeit unveraendert zugegriffen werden. Weiterfuehrende Arbeiten wurden unter anderem ueber die anzusetzenden Windlastannahmen und die korrosionshemmende Wirkung hinterluefteter Aussenwaende von Janser und Marquardt durchgefuehrt. Durch die nachtraegliche Montage von hinterluefteten Aussenwandkonstruktionen auf die geschaedigten Waende des Grosstafelbaus kann sowohl die Waermedaemmung verbessert werden als auch eine Sanierung der Fugen erfolgen; insbesondere wird aber durch das Aufbringen hinterluefteter Aussenwandkonstruktionen der Korrosionsschutz wesentlich verbessert. Im Folgenden werden die Wirkmechanismen hinsichtlich der Reduzierung der Windlast und des Korrosionsschutzes beschrieben. (Abstract Copyright [2008], Wiley Periodicals, Inc.)

  8. Development tendency of exterior building wall greening and insulation system%建筑外墙绿化隔热系统之发展趋势

    Institute of Scientific and Technical Information of China (English)

    张华立; 李光范

    2012-01-01

    Through analyzing and comparing advantages and disadvantages of exterior building wall greening and insulation system at home and abroad, the essay explores the aspects needing improving of wall greening and insulation system with attached-type, external frame and separa- ted-type, climbing-type and planting desktop-type and the developing tendency. Based on existing two-dimensional exterior wall greening system, it puts forward prior covering-type multilevel vertical greening and insulation system.%通过对国内外建筑外墙绿化隔热系统优缺点的分析及比较,探讨了墙体附着式、外框架与墙体分离式、攀爬式和种植台式的墙体绿化隔热系统急需改进的方面和发展趋势,并在现有二维外墙绿化隔热系统上提出更为优越的覆盖式下的多层次垂直绿化隔热系统。

  9. Embodied Energy and CO2 Analyses of Mud-brick and Cement-block Houses

    Directory of Open Access Journals (Sweden)

    Abanda F.Henry

    2014-01-01

    Full Text Available In building projects, the extraction of vast quantities of materials is too common. The extraction of materials and the erection of buildings consume embodied energy and emit carbon dioxide (CO2 that impact negatively on the environment. Therefore it is necessary to consider embodied energy and CO2 amongst other factors in selecting building materials for use in building projects. In most developing countries, building environmental performance analysis has yet to gain interest from the construction community. However, with recent increase in sustainability awareness, both developed and developing nations have engaged in efforts to tackle this challenge. Embodied energy and CO2 are among the leading parameters in assessing environmental building performance. In Cameroon, studies about the assessment of embodied energy and CO2 of building projects are scarce. Hence, professionals find it difficult to make alternative choices for building materials to use in their different building projects. This study uses a detailed process analysis approach supported by two popular housing types in Cameroon (mud-brick and cement-block houses to assess the embodied energy and CO2 impacts from building materials. The emerging Building Information Modelling (BIM tool was used to validate the computational results of the process analysis method. The findings revealed the embodied energy and CO2 for the mud-brick houses are 137934.91 MJ (2007.8 MJ/m2 and 15665.56 Kg CO2 (228.03 Kg CO2/m2; the cement-block houses are 292326.81 MJ (3065.51 MJ/m2 and 37829.19 Kg CO2 (396.7 Kg CO2/m2 respectively. Thus, the cement-block house expends at least 1.5 times more embodied energy and emits at least 1.7 times more embodied CO2 than mud-brick house. Although these findings cannot be generalized, they nonetheless indicate the importance of considering embodied energy and CO2 in making alternative choices for use in different building projects.

  10. Straw-bale walls for sustainable architecture: Improving and promoting straw-bale use in European Buildings

    OpenAIRE

    EVRARD, Arnaud; Biot, Benjamin; Keutgen, Gauthier; Lebeau, Frédéric; Courard, Luc; De Herde, André; PLEA 2015 - Architecture in (R)Evolution

    2015-01-01

    Straw-bale use in buildings may be an interesting way to decrease our energy needs and our impact on the environment. Moreover, it fosters a local economy and the creation of new jobs in the building industry. Combined with earth materials and other well-selected materials and systems, it allows creative designers to integrate highly efficient, low-tech and reusable envelopes in comfortable and healthy places. The present paper summarizes the results of a four year R&D program aiming to impro...

  11. Influence of Wall Surface and Air Modelling in Finite-Element Analysis of Sound Transmission Between Rooms in Lightweight Buildings

    DEFF Research Database (Denmark)

    Andersen, Lars Vabbersgaard; Kirkegaard, Poul Henning; Dickow, Kristoffer Ahrens

    2012-01-01

    Noise is a nuisance in the built environment, and to avoid undesirable transmission of sound and vibration within a building, its vibro-acoustic performance must be addressed in the design phase. For heavy structures, a reliable assessment of the sound pressure levels can be made by statistical...

  12. The Application of the Neutron Probe to the Study of Brick Deterioration.

    Science.gov (United States)

    Livingston, Richard Allan

    1990-01-01

    The neutron probe is a non-destructive method for measuring elemental distributions in materials. It measures the characteristic gamma rays emitted by the thermal capture of neutrons in the target material. In this case, it is applied to investigating the deterioration of brick and mortar masonry caused by water or chlorides. The research concerned the standardization of the technique to make it a quantitative analytical method. This consisted of finding the calibration function, and specifying a number of data quality parameters including precision accuracy and minimum level of detection for measurement of H and Cl. The work involved statistical analysis of the range of brick and mortar nuclear properties; mathematical modeling of neutron and gamma ray transport; experimental measurement of data quality parameters on a test wall in the laboratory; and ultimately a field test of the technique on a colonial smokehouse in Colonial Williamsburg. The results of the statistical analysis indicated that the neutron probe is insensitive to local variations of brick physical and chemical properties. The mathematical models showed that the presence of H increased the signal while Cl depressed it. The calibration function is linear when corrected for these effects. The most effective method of correction is normalization to the Si intensity. The precision of the technique is set primarily by the gamma ray counting statistics, and in this case, is better than 10%. The minimum level of detection for water is roughly 2% by weight, and for NaCL, lower than.1%. The conclusion is that this is a practical method for the non-destructive evaluation of brick deterioration.

  13. Moisture transport properties of brick – comparison of exposed, impregnated and rendered brick

    DEFF Research Database (Denmark)

    Hansen, Tessa Kvist; Bjarløv, Søren Peter; Peuhkuri, Ruut

    2016-01-01

    In regards to internal insulation of preservation worthy brick façades, external moisture sources, such as wind-driven rain exposure, inevitably has an impact on moisture conditions within the masonry construction. Surface treatments, such as hydrophobation or render, may remedy the impacts...

  14. Thermal comfort and market niches for apartment buildings: Impact of the current Thermal Regulation in the private real estate market in Santiago de Chile

    OpenAIRE

    Encinas Pino, Felipe; De Herde, André; Aguirre Núñez, Carlos; Marmolejo Duarte,Carlos; SET 2009 - 8th International Conference on Sustainable Energy Technologies

    2009-01-01

    Santiago (33°27’S; 70°42’W) is the capital city of Chile and presents a Mediterranean climate. With its 6 million inhabitants concentrates 40% of the population of the country and 65.5% of the private real estate market. According to the National Statistics Institute, 37.4% and 36.0% of new housing during 2006 were built using mainly brick masonry and concrete in their walls, respectively. In both cases, thermal insulation is not traditionally considered. However, nowadays apartment buildings...

  15. Physical and Mechanical Properties of Compressed Earth Brick (CEB Containing Sugarcane Bagasse Ash

    Directory of Open Access Journals (Sweden)

    Ali Noorwirdawati

    2016-01-01

    Full Text Available The use of brick in construction is commonly used, especially in the construction of buildings and infrastructure. Various studies have been conducted to produce methods that can increase the strength of brick at the same time can reduce the cost of manufacturing bricks. In order to reduce cost of manufacturing, one of the solution applied was by using waste as part of bricks production materials. In this study, sugarcane bagasse (SuCaB ash was used as a part of compressed earth brick (CEB by replacing the quantity of cement for SuCaB ash. The study focused on the physical and mechanical properties of CEB containing SuCaB and the optimum percentage of SuCaB ash as partial cement replacement in CEB. There are 4 types of percentages used; 0%, 20%, 25% and 30% from cement content. All mixed use the same water content of 30% of cement content by weight and the ratio for cement: laterite soil used was 1: 6. A total of 72 specimen with size of 100mm × 50mm × 40mm was produced. The test conducted were Initial Rate Absorption Test (IRA, Density Test, Dimensions Test, Compression Test and Water Absorption Test. From the experimental results, the optimum SuCaB ash percentage as cement replacement in CEB was 20%. It recorded the highest compressive strength of 16.23 MPa at 28 days while for the Initial Rate Absorption test, it lies within the range specified. The density of CEB containing 20% of SuCaB shows slightly lower value where it decreased for about 0.4% from the control specimen. From this study, it can be concluded that waste materials such as sugarcane bagasse can be used as part of construction materials. However, further study needs to be conducted such as on the energy consumption, chemical properties and others to enhance the knowledge on this area before it can be applied into the brick production.

  16. Development of High Quality Magnesite—Chrome Bricks for Secondary Steelmaking Furnaces

    Institute of Scientific and Technical Information of China (English)

    LIYong; LIUShensheng; 等

    1998-01-01

    This paper describes developments of high quality magnesite-chrome bricks used for secondary steelmaking furnaces,mainly including direct-bond-ed magnesite-chrome brick,fully synthesized(co-clinker) magnesite-chrome brick,semi-rebonded magnesite-chrome brick and fused grain rebonded magnesite-chroe brick,Investigations have also been conducted on the effects of various chromites on the properties of the direct bonded magnesite-chrome brick,effects of different sesquioxides (CrO3,Al3O3,Fe2O3) on the properties of the fully synthe-sized(co-clinker) magnesite-hrome brick and ef-fects of ZrO2,Cr-Fe alloy,ultra-fine powders on the properties of the fused grain rebonded brick and the semi-rebonded magnesite-chrome brick ,Applica-tions of the bricks in various secondary steelmaking furnaces have been briefly introduced as well.

  17. 78 FR 3449 - Silica Bricks and Shapes From China

    Science.gov (United States)

    2013-01-16

    ... 23, 2012 (77 FR 70185). The conference was held in Washington, DC, on December 6, 2012, and all... COMMISSION Silica Bricks and Shapes From China Determination On the basis of the record \\1\\ developed in the... China of silica bricks and shapes, provided for in subheading 6902.20.10 of the Harmonized...

  18. Utilization of Household Sewage Sludge in Brick making

    Institute of Scientific and Technical Information of China (English)

    SunGuofeng

    2005-01-01

    Household sewage sludge is a kind of solid waste produced in sewage purifying at sewage farm. in procedure of water purifying, which can be used as raw material for producing fired brick. This article compares the chemical composition between household sewage sludge and clay, and explores two kinds of production process for making brick with Household sewage sludge.

  19. Inside the Sex Ed Studio: An Interview with Peggy Brick

    Science.gov (United States)

    Taverner, William J.

    2008-01-01

    "Inside the Sex Ed Studio" profiles leaders in the field of sexuality education. Peggy Brick, former director of Planned Parenthood of Greater Northern New Jersey's Center for Family Life Education (CFLE) and author of numerous sexuality education resources used worldwide, is the subject of this interview. Ms. Brick was interviewed by…

  20. An Exploration of the Nanoworld with LEGO Bricks

    Science.gov (United States)

    Campbell, Dean J.; Miller, Josiah D.; Bannon, Stephen J.; Obermaier, Lauren M.

    2011-01-01

    LEGO bricks can be used for a number of demonstrations of chemical structures and properties, especially at the nanoscale level. These bricks can also be used to model instrumentation that probes these structures and properties. Detailed resources about many of these demonstrations are located on the extensive Web site "Exploring the Nanoworld…

  1. Spalling Resistant Bauxite Based Bricks for Cement Kiln

    Institute of Scientific and Technical Information of China (English)

    Zhang Xiaohui; Peng Xigao

    2011-01-01

    @@ 1.Scope This standard specifies the term,definition,classification,labeling,technical requirements,test methods,inspection rules,packing,marking,transportation,storage,and quality certificate of spalling resistant bauxite based bricks for cement kiln.This standard is applicable to the spalling resistant bauxite based bricks for cement kiln.

  2. Possible weathering of the brick matrix when exposed to water

    DEFF Research Database (Denmark)

    Rörig-Dalgaard, Inge

    2014-01-01

    The main reasons for deterioration of bricks are frost, crystallization pressure and chemical exposure. Despite of this the effect of chemical exposure is limited clarified. Depending on the brick type the original pH of bricks are 9-10. Though bricks can to subjected to water in shape of acid rain...... with a pH as low as 3. The exposure of acid rain and rain water to bricks is expected to have an influence on the brick matrix dependent on the specific exposure but to which extend? The present work is a systematic test of the influence of the pH on the brick matrix where the effect of water...... with different well-defined pH values are examined to investigate the long term effect of acid rain or other reasons causing pH changes to bricks (as e.g. electrokinetic treatment). Through capillary suction, macro pictures from the exposed surfaces, measurement of the pH and electrical conductivity it seemed...

  3. Natural radioactivity levels in building materials used in Egypt

    Science.gov (United States)

    Ahmad, Fawzia

    All building materials contain various amounts of radioactive nuclides. The levels of natural radioactivity in 43 selected typical building materials used in the construction of walls, windows and doors were determined. For the first time, the radioactivity of iron was measured, revealing the existence of 60Co. A shielded high-purity germanium detector was used to measure the abundance of 226Ra, 232Th and 40K. The materials examined in this work showed radioactivity levels below the limit estimated from radium equivalent activity for acceptable radiation doses attributable to building materials, except for the fact that one gypsum sample showed higher levels of activity than average world levels. The studied building materials were classified according to the radium equivalent activities, which varied from highest to lowest levels as follows: clay, cement, brick, gypsum except from Abu-Zaabal, sand, wood, iron, glass and hydrated lime The existence of the 137Cs isotope in some building materials was confirmed and its concentration levels were determined (ranging from 0.04 to 21.156 Bq kg-1). The alpha-activity of radon was measured in a number of building materials using CR-39 detectors.

  4. Different Modelling Approaches to Coupling Wall and Floor Panels within a Dynamic Finite Element Model of a Lightweight Building

    DEFF Research Database (Denmark)

    Kiel, Nikolaj; Andersen, Lars Vabbersgaard; Niu, Bin

    2012-01-01

    As a result of the increasing interest of constructing environmentally friendly lightweight buildings, analyses of vibrational and acoustical transmission in these buildings have become increasingly important. Structures where vibrational transmission may result in undesirable vibrations....... In this way a well-defined master geometry is present onto which all panels can be tied. But as the skeleton is an element itself, it will have a physical mass and a corresponding stiffness to be included in the linear system of equations. This means that the skeleton will influence the structure...... with an increased overall mass and stiffness. This influence is quantified with the aim to reduce it to a minimum. By selecting a small profile, low stiffness and an insignificant mass for this skeleton, the effects of the non-real structure are limited and the structural response resembles the response...

  5. Building elements and systems using vacuum insulated panels in external walling; Bauelemente und Systeme mit VIP fuer Aussenwandkonstruktionen

    Energy Technology Data Exchange (ETDEWEB)

    Binz, A.; Steinke, G.

    2008-07-01

    This illustrated report for the Swiss Federal Office of Energy (SFOE) takes a look at a research project concerning vacuum-insulated building elements and systems. The advantages of the thin vacuum insulation panels (VIP) are listed and compared with the increasingly thick layers of conventional insulation required for low energy consumption buildings that meet so-called 'passive house' standard. The aims of the research project are discussed which addressed the particular requirements placed on the materials and their protection against external damage. The monitoring of vacuum state using RFID chips is discussed. Various protective elements are examined. Also, facade constructions and the avoidance of thermal short circuits are discussed. Illustrated examples of applications are presented and developments in this fast-moving area are commented on.

  6. 探究某高层建筑工程钢板剪力墙设计与施工%Design and Construction of Steel Plate Shear Wall of a High-rise Building

    Institute of Scientific and Technical Information of China (English)

    张清晓

    2014-01-01

    Based on a super-high building project cases, this paper introduces the design and construction conditions of steel plate shear wall and steel plate shear wall construction points.%本文根据某超高层建筑工程案例,介绍了钢板剪力墙的设计与施工细则以及钢板剪力墙施工要点。

  7. Speciation and bioaccessibility of mercury in adobe bricks and dirt floors in Huancavelica, Peru.

    Science.gov (United States)

    Hagan, Nicole; Robins, Nicholas; Gonzales, Ruben Dario Espinoza; Hsu-Kim, Heileen

    2015-04-01

    Huancavelica, Peru, a historic cinnabar refining site, is one of the most mercury (Hg)-contaminated urban areas in the world. Exposure is amplified because residents build their adobe brick homes from contaminated soil. The objectives of this study were to compare two Hg-leaching procedures, and their application as risk-assessment screening tools in Hg-contaminated adobe brick homes in Huancavelica. The purpose was to evaluate potential health implications, particularly for children, after ingestion of Hg-contaminated particles. Hg was measured in adobe brick and dirt floor samples from 60 households by total Hg extraction, simulated gastric fluid (GF) extraction, and sequential selective extraction (SSE), which provides more detailed data but is resource-intensive. Most of the Hg present in samples was relatively insoluble, although in some households soluble Hg species were present at concentrations that may be of concern after ingestion. A strong correlation was identified between results from simulated GF extraction of adobe bricks and dirt floors and the more soluble fractions of Hg from SSE. Simulated GF extraction data were combined with ingestion and body mass characteristics for small children to compare potential risk of ingestion of Hg-contaminated soil with current health standards. Simulated GF extraction can be used as a risk assessment screening tool for effective allocation of time and resources to households that have measurable concentrations of bioaccessible Hg. Combining simulated GF extraction data with health standards enables intervention strategies targeted at households with the greatest potential health threat from ingestion of Hg-contaminated particles.

  8. Hydrophilic Modification of Multi-Walled Carbon Nanotube for Building Photonic Crystals with Enhanced Color Visibility and Mechanical Strength

    Directory of Open Access Journals (Sweden)

    Feihu Li

    2016-04-01

    Full Text Available Low color visibility and poor mechanical strength of polystyrene (PS photonic crystal films have been the main shortcomings for the potential applications in paints or displays. This paper presents a simple method to fabricate PS/MWCNTs (multi-walled carbon nanotubes composite photonic crystal films with enhanced color visibility and mechanical strength. First, MWCNTs was modified through radical addition reaction by aniline 2,5-double sulfonic acid diazonium salt to generate hydrophilic surface and good water dispersity. Then the MWCNTs dispersion was blended with PS emulsion to form homogeneous PS/MWCNTs emulsion mixtures and fabricate composite films through thermal-assisted method. The obtained films exhibit high color visibility under natural light and improved mechanical strength owing to the light-adsorption property and crosslinking effect of MWCNTs. The utilization of MWCNTs in improving the properties of photonic crystals is significant for various applications, such as in paints and displays.

  9. Building materials and systems with vacuum insulation panels for external walls; Bauelemente und Systeme mit VIP fuer Aussenwandkonstruktionen - Schlussbericht

    Energy Technology Data Exchange (ETDEWEB)

    Binz, A.; Steinke, G.

    2007-07-01

    This final report for the Swiss Federal Office of Energy (SFOE) takes a look at materials and systems using vacuum insulation panels (VIP) for the construction of external walls. The aim of this research project was the development, practical use and market introduction of VIP systems that take account of the special properties of VIP. Along with partners in industry, applications involving external and internal insulation were examined. The need for protecting the vacuum panels against mechanical damage is stressed. The specific needs for the protection of external and internal applications are discussed. The dynamic developments in this relatively new area are commented on. Various mounting systems are examined and commented on. The thermal properties of such insulation systems and applications are noted and commented on.

  10. Steel Construction of Modern Building of Former Sports Hall at Chopin Street in Zielona Góra

    Directory of Open Access Journals (Sweden)

    Michalak Bartosz

    2016-06-01

    Full Text Available Modernism in architecture of the lubuskie voivodeship is not dominating style. Objects created in the period of its greatest popularity are still fighting for recognition of their value as historical monuments. One of such facilities in Zielona Góra is building at Chopin street, where today is The Teacher Training Centre. However, originally object was intended to be a sports hall. The topic worth of further analysis is the construction of the building. The skeleton is a unique steel frame, made in 1930 by the famous pre-war company Fabrik und für Brückenbau Eisenkonstruktionen BEUCHELT & Co. Grünberg in Schlesien. In order to build walls the brick technology was used. It is a rarely seen combination that indicates the attempt to experiment with new solutions by engineers of the era of modernism.

  11. Steel Construction of Modern Building of Former Sports Hall at Chopin Street in Zielona Góra

    Science.gov (United States)

    Michalak, Bartosz

    2016-06-01

    Modernism in architecture of the lubuskie voivodeship is not dominating style. Objects created in the period of its greatest popularity are still fighting for recognition of their value as historical monuments. One of such facilities in Zielona Góra is building at Chopin street, where today is The Teacher Training Centre. However, originally object was intended to be a sports hall. The topic worth of further analysis is the construction of the building. The skeleton is a unique steel frame, made in 1930 by the famous pre-war company Fabrik und für Brückenbau Eisenkonstruktionen BEUCHELT & Co. Grünberg in Schlesien. In order to build walls the brick technology was used. It is a rarely seen combination that indicates the attempt to experiment with new solutions by engineers of the era of modernism.

  12. Comparison of the thermal properties of clay samples as potential walling material for naturally cooled building design

    Institute of Scientific and Technical Information of China (English)

    2003-01-01

    The thermal properties of different clay samples obtainedfrom locations in Akwa Ibom State, Nigeria were investigated andcomppared, and in order to establish their suitability as buildingmaterial from energy conservation point of view. The results showedthat sstoneware clay has the highest solar radiation absorptivityof 22.32 m-1 while kaolin clay has the lowest radiation absoptivityof 14.46 m-1. A model for the prediction of temperature variationwith thickness of the samples was developed. Results showed thatkaolin would make the best choice for the design of a naturallycooled building.

  13. Green walls in Vancouver

    Energy Technology Data Exchange (ETDEWEB)

    Sharp, R. [Sharp and Diamond Landscape Architecture Inc., Vancouver, BC (Canada)

    2007-07-01

    With the renewed interest in design for microclimate control and energy conservation, many cities are implementing clean air initiatives and sustainable planning policies to mitigate the effects of urban climate and the urban heat island effect. Green roofs, sky courts and green walls must be thoughtfully designed to withstand severe conditions such as moisture stress, extremes in temperature, tropical storms and strong desiccating winds. This paper focused on the installation of green wall systems. There are 2 general types of green walls systems, namely facade greening and living walls. Green facades are trellis systems where climbing plants can grow vertically without attaching to the surface of the building. Living walls are part of a building envelope system where plants are actually planted and grown in a wall system. A modular G-SKY Green Wall Panel was installed at the Aquaquest Learning Centre at the Vancouver Aquarium in Stanley Park in September 2006. This green wall panel, which was originally developed in Japan, incorporates many innovative features in the building envelope. It provides an exterior wall covered with 8 species of plants native to the Coastal Temperate Rain Forest. The living wall is irrigated by rainwater collected from the roof, stored in an underground cistern and fed through a drip irrigation system. From a habitat perspective, the building imitates an escarpment. Installation, support systems, irrigation, replacement of modules and maintenance are included in the complete wall system. Living walls reduce the surface temperature of buildings by as much as 10 degrees C when covered with vegetation and a growing medium. The project team is anticipating LEED gold certification under the United States-Canada Green Building Council. It was concluded that this technology of vegetated building envelopes is applicable for acoustical control at airports, biofiltration of indoor air, greywater treatment, and urban agriculture and vertical

  14. 75 FR 4528 - Certain Magnesia Carbon Bricks From the People's Republic of China: Alignment of Final...

    Science.gov (United States)

    2010-01-28

    ... International Trade Administration Certain Magnesia Carbon Bricks From the People's Republic of China: Alignment... Carbon Bricks (Bricks) from the People's Republic of China (PRC) with the final determinations of the antidumping duty (AD) investigations of Bricks from the PRC and Mexico. DATES: Effective Date: January...

  15. Modern heating system for an ancient building. East Westfalen's most famous semi-timbered building now has a wall heating system; Modern heizen ist keine Todsuende. Das beruehmteste Fachwerkhaus Ostwestfalens hat ein Wandheizsystem

    Energy Technology Data Exchange (ETDEWEB)

    Anon.

    2000-07-01

    The building was constructed at Herford in 1521 and is currently under reconstruction. The builder-owner decided to install a modern wall-mounted heating system. [German] Das Haus wurde im Jahre 1521 in Herford erbaut und der Bauherr hiess Hinrick Aldach, genannt 'Remensnider'. Soviel steht fest, denn das ist an dem Gebaeude selbst verewigt. Wer dieser Mensch war, welcher sozialen Schicht er angehoerte, welchen Beruf er ausuebte, all das bleibt unbeantwortet. Auch ueber die Geschichte des Hauses weiss man relativ wenig, obwohl der Bau zu den kuenstlerisch reichsten unter den spaetgotischen Fachwerkhaeusern Westfalens gezaehlt wird. Zurzeit wird das Gebaeude saniert. Frank Liedke, der Bauherr, entschied sich bei der Heizungstechnik fuer ein Wandheizsystem. (orig.)

  16. Performance Evaluation of Modern Building Thermal Envelope Designs in the Semi-Arid Continental Climate of Tehran

    Directory of Open Access Journals (Sweden)

    Shaghayegh Mohammad

    2013-10-01

    Full Text Available In this paper we evaluate the thermal performance of a range of modern wall constructions used in the residential buildings of Tehran in order to find the most appropriate alternative to the traditional un-fired clay and brick materials, which are increasingly being replaced in favor of more slender wall constructions employing hollow clay, autoclaved aerated concrete or light expanded clay aggregate blocks. The importance of improving the building envelope through estimating the potential for energy saving due to the application of the most energy-efficient wall type is presented and the wall constructions currently erected in Tehran are introduced along with their dynamic and steady-state thermal properties. The application of a dynamic simulation tool is explained and the output of the thermal simulation model is compared with the dynamic thermal properties of the wall constructions to assess their performance in summer and in winter. Finally, the best and worst wall type in terms of their cyclic thermal performance and their ability to moderate outdoor conditions is identified through comparison of the predicted indoor temperature and a target comfort temperature.

  17. 新型建筑墙体材料及墙体保温技术%New Building Materials of Wall and Insulation Technology

    Institute of Scientific and Technical Information of China (English)

    赵磊

    2014-01-01

    随着经济发展,新型建筑企业在国家的建设中不断崛起。在建筑中,墙体的施工是整个建筑的重要环节。因此,对于新型墙体的需求量逐渐增多。施工人员对墙体材料应进行熟悉,熟悉墙体的保温技术,这是现代建筑的重--求。%With the development of economy, new cons- truction enterprises continue to rise in the country's construc- tion. In the building, wall construction is an important part of the whole building. Therefore, the need for the new materials for the wal is gradualy increased. It is required that Const- ruction workers should be familiar with the new wal materials and insulation technology in modern architecture.

  18. An assessment of cumulative external doses from Chernobyl fallout for a forested area in Russia using the optically stimulated luminescence from quartz inclusions in bricks

    DEFF Research Database (Denmark)

    Ramzaev, V.; Bøtter-Jensen, Lars; Thomsen, Kristina Jørkov

    2008-01-01

    Optically stimulated luminescence (OSL) has been used for estimation of the accumulated doses in quartz inclusions obtained from two fired bricks, extracted in July 2004 from a building located in the forested surroundings of the recreational area Novie Bobovichi, the Bryansk Region, Russia...

  19. Thermal Performance of the Storage Brick Containing Microencapsulated PCM

    Energy Technology Data Exchange (ETDEWEB)

    Lee, Dong Gyu

    1998-02-15

    The utilization of microencapsulated phase change materials(PCMs) provides several advantages over conventional PCM application. The heat storage system, as well as heat recovery system, can be built to a smaller size than the normal systems for a given thermal cycling capacity. This microencapsulated PCM technique has not yet been commercialized, however. In this work sodium acetate trihydrate(CH{sub 3}COONa {center_dot} 3H{sub 2}O) was selected for the PCM and was encapsulated. This microencapsulated PCM was mixed with cement mortar for utilization as a floor heating system. In this experiment performed here the main purpose was to investigate the thermal performance of a storage brick with microencapsulated PCM concentration. The thermal performance of this storage brick is dependent on PCM concentration, flow rate and cooling temperature of the heat transfer fluid, etc. The results showed that cycle time was shortened as the PCM content was increased and as the mass flow rate was increased. The same effect was obtained when the cooling temperature was decreased. For each thermal storage brick the overall heat transfer coefficient(U-value) was constant for a 0% brick, but was increased with time for the bricks containing microencapsulated PCM. For the same mass flow rate, as the cooling temperature decreased, the amount of heat withdrawn increased, and in particular a critical cooling temperature was found for each thermal storage brick. The average effectiveness of each thermal storage brick was found to be approximately 48%, 51% and 58% respectively.

  20. Basis and classification of efflorescences in construction bricks

    Directory of Open Access Journals (Sweden)

    Rincón, J. Ma.

    2000-12-01

    Full Text Available The efflorescence problem in clay products and more specifically in construction bricks is a pathology which produce a decrease in the aesthetic quality of buildings. Their types and causes are very different and only a review of all the variables and classification can allow to start the understanding of this phenomenon. Basically, the migration of soluble salts from different sources is the responsible of this pathology. Here is shown directly and briefly the main principles of efflorescece formation with some of the most frequent examples.

    El problema de las eflorescencias en productos de tierra cocida y en concreto en los ladrillos de construcción, constituye una patología que disminuye la calidad estética de los edificios. Sus tipos y causas son muy diversas y sólo una revisión, de todas las clases y variables que influyen en la aparición de eflorescencias, puede permitir empezar a comprender este fenómeno. Fundamentalmente es la migración de sales solubles de distinta procedencia la responsable de esta patología. Se muestran, de una manera directa y resumida, los principios básicos de formación de eflorescencias, con ejemplos de las más frecuentes.

  1. The plastic solar wall, a chance for energy-efficient building construction; Die plastische Solarfassade - Chance fuer energieeffizientes Bauen

    Energy Technology Data Exchange (ETDEWEB)

    Hildenbrand, K. [hilbra GmbH, Freudenberg (Germany)

    2000-03-01

    The patented hilbra wall system is a modular system with a frame on which absorbing or reflecting elements can be mounted, e.g. PV modules, solar collectors, lamellar shutters, reflectors, light deflectors or insulating panesls. The available variants are investigated. [German] Das Fassadensystem wird als plastisch bezeichnet, da aus der Planebene der Wandscheibe Fassadenelemente hervortreten. Es handelt sich dabei um das patentierte hilbra-Faltladensystem. Es ist modular aufgebaut und kann, immer auf einem Grundrahmen aufbauend, mit Elementen bestueckt werden, die nun absorbierend bzw. reflektierend gestaltet sind und somit dem Sonnenschutz oder der Sonnennutzung dienen. Als Material sind Photovoltaikmodule, Sonnenkolektoren aber auch Lamellen, Reflektoren, Lichtlenkelemente oder Daemmpaneele sinnvoll. An Hand der, im Beitrag aufgefhrten Darstellung, sollen die verschiedenen Varianten auf Ihre moeglichen Funktionen untersucht werden. Neben den energetischen Moeglichkeiten bietet die 'Plastische Solarfassade' zahlreiche weitere Anwendungsmoeglichkeiten. Um hier einen moeglichst umfassenden Ueberblick zu geben, werden diese ebenfalls aufgefuehrt. Auch den Klapp- (Dreh-) und Schiebeladen-Systeme koennen eine sinnvolle Ergaenzung des Faltladens sein. (orig./AKF)

  2. Catastrophic vs gradual collapse of thin-walled nanocrystalline Ni hollow cylinders as building blocks of microlattice structures.

    Science.gov (United States)

    Lian, Jie; Jang, Dongchan; Valdevit, Lorenzo; Schaedler, Tobias A; Jacobsen, Alan J; B Carter, William; Greer, Julia R

    2011-10-12

    Lightweight yet stiff and strong lattice structures are attractive for various engineering applications, such as cores of sandwich shells and components designed for impact mitigation. Recent breakthroughs in manufacturing enable efficient fabrication of hierarchically architected microlattices, with dimensional control spanning seven orders of magnitude in length scale. These materials have the potential to exploit desirable nanoscale-size effects in a macroscopic structure, as long as their mechanical behavior at each appropriate scale - nano, micro, and macro levels - is properly understood. In this letter, we report the nanomechanical response of individual microlattice members. We show that hollow nanocrystalline Ni cylinders differing only in wall thicknesses, 500 and 150 nm, exhibit strikingly different collapse modes: the 500 nm sample collapses in a brittle manner, via a single strain burst, while the 150 nm sample shows a gradual collapse, via a series of small and discrete strain bursts. Further, compressive strength in 150 nm sample is 99.2% lower than predicted by shell buckling theory, likely due to localized buckling and fracture events observed during in situ compression experiments. We attribute this difference to the size-induced transition in deformation behavior, unique to nanoscale, and discuss it in the framework of "size effects" in crystalline strength.

  3. Study on Properties of Magnesia-Hercynite Brick

    Institute of Scientific and Technical Information of China (English)

    LIU Huilin; LI Ning; LI Qiang

    2005-01-01

    Using magnesia and hercynite as materials, we researched the magnesia-hercynite brick in order to solve the problem of chrome-free brick used in the burning zone of cement rotary kiln. Effect of different firing temperature and different content of hercynite on properties of the brick were studied. The results show that the magnesia-hercynite specimen fired at 1600℃ was densified and when the hercynite content is 7%, the cold crushing strength and the adhesive strength of rupture of the specimen have the highest value.

  4. Moisture properties of the lightweight brick body

    Science.gov (United States)

    Čáchová, Monika; Koňáková, Dana; Vejmelková, Eva; Keppert, Martin; Černý, Robert

    2016-06-01

    Brick have been used for thousands years and during that time they went throw the long development. One of the possibilities how to changed properties of ceramic products is to change material compositions. This article is focused on utilization of lightening additives. Commonly used sawdust is compared with straw. The matter of measurement was to determine its influence on moisture properties. Basic physical properties were measured as well, since mainly open porosity has influence on water transport. Achieved results proved that utilization of straw leads to open porosity decrease. Particularly the amount of small pores (diameter under 1µm) went down. Regarding the moisture properties water vapor transport ability was decreased by adding straw in to the ceramic, while ability of water liquid transport remained unaffected.

  5. Active thermal testing of moisture in bricks

    Science.gov (United States)

    Bison, Paolo G.; Bressan, Chiara; Grinzato, Ermanno G.; Marinetti, Sergio; Vavilov, Vladimir P.

    1993-04-01

    Measurement by active thermal testing of effusivity on porous moistened material is analyzed. Moistened bricks show that thermal properties of this porous solid depend on water content. Various solutions of the heat transfer problem are taken into account and approximations introduced to simplify the data reduction are discussed. Error analysis is also considered to justify the adoption of relative technique. Errors analysis speaks strongly in favor of reference method which allows to avoid the measurement of incident energy and optical properties of a specimen. This procedure allows to introduce a rather simple expression to extract moisture values from one-side thermal test. Diffusivity measurement trough flash method is proposed to determine the influence of moisture on the variation of thermal conductivity.

  6. 两种常见墙体的热湿迁移特性分析%Heat and Moisture Transfer Characteristics of Two Common Walls

    Institute of Scientific and Technical Information of China (English)

    陈国杰; 刘向伟; 陈友明; 郭兴国

    2014-01-01

    Most building walls are composed by porous materials, in which heat transfer is coupled with moisture transfer, and moisture transfer has a great effect on heat transfer, e.g., leading an obvious in-crease to the thermal conductivity, and conversely heat transfer has a great effect on moisture transfer. Based on Fourier law, Fick law and Darcy law, with the critical potentials of temperature and air moisture content, a coupled heat and moisture transfer model was proposed, and used to analyze the heat and mois-ture transfer characteristic in two common walls(the red brick wall and aerated concrete wall). Results show that compared with red brick wall, aerated concrete wall has better insulation property, but easily accumu-lates moisture and suffers from moisture damage.%大多数建筑墙体均为多孔介质材料,多孔介质墙体中湿迁移与热迁移是互相耦合的过程,湿迁移对热迁移有着重要的作用,例如会使热导率明显增加,同时,热过程对湿过程也有着影响作用。基于Fourier定律、Fick定律、Darcy定律,以温度和空气含湿量为驱动势建立了多层多孔介质墙体热湿耦合迁移数学模型,对两种常见墙体(红砖墙体和加气混凝土墙体)进行计算分析。结果表明,加气混凝土墙体比红砖墙体具有更好的保温隔热性能,但更容易发生湿积累和引发湿破坏。

  7. On problems in external wall thermal insulation of existing buildings and solutions%既有建筑外墙保温存在的问题及解决措施

    Institute of Scientific and Technical Information of China (English)

    温少瑜

    2015-01-01

    介绍了建筑外墙内保温与外保温的技术特点,对既有建筑外墙保温存在的材料不合格、施工质量不合格、住户使用不合理等问题进行了研究,给出了相应的解决措施,使外墙保温的效果符合国家和地方的节能要求。%The paper introduces the technical features for the internal and external thermal insulation of exterior walls of buildings, researches some problems including unqualified materials, construction quality and unreasonable residents’ usages in the external wall thermal insulation of existing buildings, and provides respective solutions, so as to ensure the external wall thermal insulation adheres to the national and regional ener-gy-saving requirements.

  8. Assessment of suitability of some chosen functions for describing of sorption isotherms in building materials

    Science.gov (United States)

    Stolarska, Agata; Garbalińska, Halina

    2016-10-01

    This paper presents results of tests and studies conducted on six common building materials, used for constructing and finishing of external walls. These included: ceramic brick, silicate brick, autoclaved aerated concrete, cement mortar, cement-lime mortar and cement mortar modified with polypropylene fibers. Each of these materials is distinguished by the other structure of porousness, affecting both the course of sorption processes and the isotherms obtained. At first, measurements of moisture sorption kinetics at temperatures of 5, 20 and 35 °C were performed, each time at six levels of relative humidity. Then, when the sorption processes expired, equilibrium moisture sorption values were determined for the materials in 18 individual temperature and humidity conditions. The experimental data were used to determine the sorption isotherm courses for each material at the three temperatures. Then, theoretical analysis was performed in order to determine, which of the models available in the literature described the sorption isotherms of the concerned building materials the best. For each material and each of the three temperature values, twenty-four equations were tested. In each case, those of them were identified which ensured the best matching between the theoretical courses and the experimental data. The obtained results indicate that the Chen's model proved to be the most versatile. It ensured a detailed description of the sorption isotherms for each material and temperature tested.

  9. High Alumina Refractory Bricks for Electric Arc Furnace Roofs

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    @@ 1 Scope This standard specifies the sort, technical requirement, test method, inspection rules, marking, packing, transportation, storage and quality certification of high alumina refractory bricks for electric arc furnace roofs.

  10. Brane Brick Models and 2d (0,2) Triality

    CERN Document Server

    Franco, Sebastian; Seong, Rak-Kyeong

    2016-01-01

    We provide a brane realization of 2d (0,2) Gadde-Gukov-Putrov triality in terms of brane brick models. These are Type IIA brane configurations that are T-dual to D1-branes over singular toric Calabi-Yau 4-folds. Triality translates into a local transformation of brane brick models, whose simplest representative is a cube move. We present explicit examples and construct their triality networks. We also argue that the classical mesonic moduli space of brane brick model theories, which corresponds to the probed Calabi-Yau 4-fold, is invariant under triality. Finally, we discuss triality in terms of phase boundaries, which play a central role in connecting Calabi-Yau 4-folds to brane brick models.

  11. Utilization of crushed clay brick in cellular concrete production

    Directory of Open Access Journals (Sweden)

    Ali A. Aliabdo

    2014-03-01

    Full Text Available The main objective of this research program is to study the effect of using crushed clay brick as an alternative aggregate in aerated concrete. Two series of mixtures were designed to investigate the physico-mechanical properties and micro-structural analysis of autoclave aerated concrete and foamed concrete, respectively. In each series, natural sand was replaced with crushed clay brick aggregate. In both series results showed a significant reduction in unit weight, thermal conductivity and sound attenuation coefficient while porosity has increased. Improvement on compressive strength of autoclave aerated concrete was observed at a percentage of 25% and 50% replacement, while in foamed concrete compressive strength gradually decreased by increasing crushed clay brick aggregate content. A comparatively uniform distribution of pore in case of foamed concrete with natural sand was observed by scanning electron microscope, while the pores were connected mostly and irregularly for mixes containing a percentage higher than 25% clay brick aggregate.

  12. High Quality Silica Bricks for Glass Melting Furnace

    Institute of Scientific and Technical Information of China (English)

    Zhang Xiaohui; Chai Junlan

    2008-01-01

    @@ 1 Scope This standard specifies the classification, technical requirements, test method, inspection rules,marking,packing,transportation,storage and quality certification of high quality silica bricks for glass melting furnace.

  13. 新型板柱-抗震墙体系在某超高层建筑的应用%Application of new system of slab-column-shear walls structure on a supper tall building

    Institute of Scientific and Technical Information of China (English)

    欧妍君; 陈星; 赖鸿立; 陈润辉; 刘济科

    2012-01-01

    现行规范对于板柱-抗震墙结构的适用高度作了较严格的规定,限制了板柱-抗震墙结构在超高层结构中的使用。以某实际超高层建筑(目前全国在建的最高的板柱-抗震墙结构)设计计算为例,针对该结构体型的抗震性能弱点提出有效可行的解决方案,并将该新型的板柱结构体系应用于超高层建筑中。%The current specifications give strict requirements by limiting the building height of the slab-column-shear wall structure. The requirements limit the use of the slab-column-shear wall system in many real projects, especially, in super tall buildings. A practical design method through a real building was presented, which is currently the highest tall building using slab-column-shear wall system in China. The effective and feasible solutions were proposed aiming at the study of structural weaknesses of the seismic performance and the new slab-column structural system was applied in supper tall buildings.

  14. Seaweed biopolymers as additives for unfired clay bricks

    OpenAIRE

    Dove, Cassandra A.; Bradley, Fiona F.; Patwardhan, Siddharth V.

    2016-01-01

    Unfired clay bricks are an environmentally friendly alternative to conventional masonry materials such as fired bricks and concrete blocks but their use is currently limited by their relatively poor mechanical and durability properties. While products like cement and lime are commonly added to earthen materials in an effort to improve their physical performance, these additives can also have a negative influence on the overall environmental impact. The purpose of this research is to investiga...

  15. Cellular Concrete Bricks with Recycled Expanded Polystyrene Aggregate

    OpenAIRE

    Juan Bosco Hernández-Zaragoza; Teresa López-Lara; Jaime Horta-Rangel; Carlos López-Cajún; Eduardo Rojas-González; García-Rodríguez, F. J.; Jorge Adue

    2013-01-01

    Cellular concrete bricks were obtained by using a lightweight mortar with recycled expanded polystyrene aggregate instead of sandy materials. After determining the block properties (absorption, compressive strength, and tensile stresses), it was found that this brick meets the requirements of the masonry standards used in Mexico. The obtained material is lighter than the commercial ones, which facilitates their rapid elaboration, quality control, and transportation. It is less permeable, whic...

  16. Utilization of crushed clay brick in cellular concrete production

    OpenAIRE

    Ali A. Aliabdo; Abd-Elmoaty M. Abd-Elmoaty; Hani H. Hassan

    2014-01-01

    The main objective of this research program is to study the effect of using crushed clay brick as an alternative aggregate in aerated concrete. Two series of mixtures were designed to investigate the physico-mechanical properties and micro-structural analysis of autoclave aerated concrete and foamed concrete, respectively. In each series, natural sand was replaced with crushed clay brick aggregate. In both series results showed a significant reduction in unit weight, thermal conductivity and ...

  17. La muralla de Cauca vaccea = The vaccean wall of Cauca

    Directory of Open Access Journals (Sweden)

    Juan Francisco Blanco García

    2016-02-01

    Full Text Available El reciente descubrimiento de la muralla que protegió la ciudad vaccea de Cauca confirma las suposiciones que desde hace veinticinco años veníamos haciendo sobre el lugar en el que debía de estar situada y las características constructivas que hubo de tener considerando el tipo de materiales disponibles en el entorno natural del enclave, si bien no preveíamos que contara con un basamento de piedra, de lajas de pizarra y cuarcita. En este trabajo vamos a ofrecer un avance de las circunstancias en las que se ha producido el hallazgo y de las peculiaridades que posee en el marco de los sistemas de fortificación de las ciudades vacceas.The recent finding of the vaccaean city wall of Cauca confirm our suppositions from many years ago about the place in which was situated, at the south-southwest of the city, and the construction materials that were used, mud-bricks, but the newness element is the use of stone at the foundation of the building. In this paper we are going to make a preliminary study about the technical characteristics of this public construction in relation with another vaccaean city walls.

  18. Study on the Energy-saving Wall Insulation Technology of Building%建筑节能墙体保温技术的研究

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    With the rapid growth of the economy, the problem of energy shortage in our country is becoming increasingly serious, energy conservation has become an important problem faced by modern society. Science and technology innovation of chemical enterprise makes the building energy-saving wal in China may be the thermal insulation material, the use of this material not only meet the requirements of environmental protection, but also reduces the construction cost. Based on the implementation of energy-saving wall insulation materials, this paper discusses the types of building energy-saving wal insul-ation technology, provides basis for the application of new ma-terials.%  随着经济的快速增长,我国的能源短缺问题日益严重,节能工作成为现代社会面临的重要问题。化工企业的科技革新使得我国的建筑节能墙体保温材料成为了可能,这种材料的使用不仅符合绿色环保的要求,也降低了施工工艺的成本。本文以节能墙体保温材料出发,探讨了建筑节能墙体保温技术的实施类型,为新材料的运用提出了基础。

  19. An Experimental Investigation of Mechanical Properties in Clay Brick Masonry by Partial Replacement of Fine Aggregate with Clay Brick Waste

    Science.gov (United States)

    Kumavat, Hemraj Ramdas

    2016-09-01

    The compressive stress-strain behavior and mechanical properties of clay brick masonry and its constituents clay bricks and mortar, have been studied by several laboratory tests. Using linear regression analysis, a analytical model has been proposed for obtaining the stress-strain curves for masonry that can be used in the analysis and design procedures. The model requires only the compressive strengths of bricks and mortar as input data, which can be easily obtained experimentally. Development of analytical model from the obtained experimental results of Young's modulus and compressive strength. Simple relationships have been identified for obtaining the modulus of elasticity of bricks, mortar, and masonry from their corresponding compressive strengths. It was observed that the proposed analytical model clearly demonstrates a reasonably good prediction of the stress-strain curves when compared with the experimental curves.

  20. Creative Building Design for Innovative Earth Science Teaching and Outreach (Invited)

    Science.gov (United States)

    Chan, M. A.

    2009-12-01

    Earth Science departments can blend the physical “bricks and mortar” facility with programs and educational displays to create a facility that is a permanent outreach tool and a welcoming home for teaching and research. The new Frederick Albert Sutton building at the University of Utah is one of the first LEED (Leadership in Energy and Environmental Design) certified Earth Science buildings in the country. Throughout the structure, creative architectural designs are combined with sustainability, artful geologic displays, and community partnerships. Distinctive features of the building include: 1) Unique, inviting geologic designs such as cross bedding pattern in the concrete foundation; “a river runs through it” (a pebble tile “stream” inside the entrance); “confluence” lobby with spectacular Eocene Green River fossil fish and plant walls; polished rock slabs; and many natural stone elements. All displays are also designed as teaching tools. 2) Student-generated, energy efficient, sustainable projects such as: solar tube lights, xeriscape & rock monoliths, rainwater collection, roof garden, pervious cement, and energy monitoring. 3) Reinforced concrete foundation for vibration-free analytical measurements, and exposed lab ceilings for duct work and infrastructure adaptability. The spectacular displays for this special project were made possible by new partnerships within the community. Companies participated with generous, in-kind donations (e.g., services, stone flooring and slabs, and landscape rocks). They received recognition in the building and in literature acknowledging donors. A beautiful built environment creates space that students, faculty, and staff are proud of. People feel good about coming to work, and they are happy about their surroundings. This makes a strong recruiting tool, with more productive and satisfied employees. Buildings with architectural interest and displays can showcase geology as art and science, while highlighting

  1. Evaluation of Crawlspace Retrofits in Multifamily Buildings

    Energy Technology Data Exchange (ETDEWEB)

    Rudd, A.

    2014-09-01

    In 2011 and early 2012, Building Science Corporation (BSC) collaborated with Innova Services Corporation on a multifamily community unvented crawlspace retrofit project at Oakwood Gardens in Lansdale, Pennsylvania. BSC provided design consulting services and pre- and post-retrofit evaluation, testing, and data monitoring. The existing condition was a vented crawlspace with an uninsulated floor between the crawlspace and the dwelling units above. The crawlspace was therefore a critically weak link in the building enclosure and was ripe for improvement. Saving energy was the primary interest and goal, but the greatest challenge in this unvented crawlspace retrofit project was working through a crawlspace bulk water intrusion problem caused by inadequate site drainage, window well drainage, foundation wall drainage, and a rising water table during rainy periods. While the unvented crawlspace retrofit was effective in reducing heat loss, and the majority of the bulk water drainage problems had been resolved, the important finding was that some of the wood joists embedded in masonry pockets behind the brick veneer were showing signs of moisture damage.

  2. INTOLERANT ATTITUDES BUILD WALLS AND BLOCK THE CONSTRUCTION OF BRIDGES: a cognitive-discoursive analysis of systematic metaphor emersion in opinion article genre

    Directory of Open Access Journals (Sweden)

    Ana Cristina Pelosi

    2016-03-01

    Full Text Available The article presents partial results of a research which is aimed at verifying how figurative language, specifically metaphoric and metonymic language, present in different textual genres such as the literary and the journalistic genres, contributes to the emergence and negotiation of meaning. The theoretic and methodological basis of the research comes from Conceptual Metaphor Theory, originally proposed by Lakoff and Johnson (1980 and expanded in the 90’s by theoreticians such as Grady (1997, and from Metaphor-Led Discourse Analysis (CAMERON ET AL, 2009; CAMERON; MASLEN, 2010. Research implementation involves two stages. An analysis of four exemplars of the genres under investigation according to Metaphor-Led Discourse Analysis and a second analysis, still to be carried out, of the talk of three focus groups composed by students of a state school in Santa Maria, RS, after the reading of the different genres. The preliminary analysis presented of the opinion article selected for this study reveals the presence of image-kinesthetic schemas and metaphoric/metonymic vehicles which structure the language present in the analyzed genre and contribute to the emergence of the systematic metaphor INTOLERANT ATTITUDES BUILD WALLS AND BLOCK THE CONSTRUCTION OF BRIDGES.

  3. Comparative study of Trombe wall, water wall and trans wall

    Energy Technology Data Exchange (ETDEWEB)

    Sodha, M.S.; Bansal, N.K.; Singh, S.; Ram, S.; Annamalai, M.; Iyer, M.V.; Nirmala, K.A.; Venkatesh, P.; Prasad, C.R.; Subramani, C.

    1982-01-01

    The thermal performances of three systems viz. Trombe wall: (1) without; and (2) with vents (forced air circulation), water wall and Transwall have been studied analytically interms of heat flux entering the living space (Maintained at 20/sup 0/C) corresponding to the meteriological data on January 19, 1981 at New Delhi (India), a typical cold winter day. Subsequent parametric studies using the simulation indicated that the Transwall system is the more efficient system for the passive heating of buildings.

  4. Project Inner Brick - Colorful Plastic Bricks in Psychotherapy - An Introduction to Methodology

    Directory of Open Access Journals (Sweden)

    Neidert László

    2015-06-01

    Full Text Available PIB is a research project pertaining to the psychotherapeutic potential of Lego bricks. This is based on Lego Group’s own method called Lego Seriousplay and Eric Berne's transactional analysis as a theoretical background. If we see it from the Lego’s aspect, our plan is a training like LSP. It is only alike because of the special application. We made a lot of modifications according to the original methodology. In this document we would like to present details of our research we have been working on for almost two years. The characteristics of our methodology will be illustrated, too.

  5. Crack-controlling and Leak-prevention Technology of Small Hollow Cinder Concrete Building Block Filler Wall%炉渣混凝土空心小型砌块填充墙控裂防渗技术

    Institute of Scientific and Technical Information of China (English)

    贾华远; 孙建军; 孙春霞

    2001-01-01

    Some technical problems such as hollowness, crack, leak of small building block filler wall containing light aggregates such as cinder will be solved with some technical improvements in such aspects as wall structure, masonry method, plastering method and so on.%炉渣等轻集料空心小型砌块填充墙须通过墙体构造、砌筑工艺、抹灰工艺诸方面的技术进步,方可解决墙体空、裂、渗的技术难题。

  6. Properties of Nanocrystals-formulated Aluminosilicate Bricks

    Directory of Open Access Journals (Sweden)

    Francesca Conciauro

    2015-10-01

    insulating and/or mechanical properties. The nanocrystals- modified refractories showed variations in properties, with respect to the untreated aluminosilicate reference in heat- insulating performances (thermal diffusivities were measured by the “hot disk” technique. In general, they also showed improvements in mechanical compression resist‐ ance for all of the samples at 2 wt. %. The best heat insula‐ tion was obtained with the addition of nano-aluminium hydroxide at 2 wt. %, while the highest mechanical compres‐ sion breaking resistance was found with nano-CaCO3 at 2 wt. %. These outcomes were investigated with complemen‐ tary techniques, like mercury porosimetry for porosity, and Archimedes methods to measure physical properties like the bulk and apparent densities, apparent porosities and water absorption. The results show that the nano-alumini‐ um hydroxide modified bricks were the most porous, which could explain the best heat-insulating performances. There is a less straightforward explanation for the mechanical resistance results, as they may have relations with the characteristics of the pores. Furthermore, the nanoparti‐ cles may have possible reactions with the matrix during the heat treatments.

  7. Hole Pattern Design of Fired Shale Hollow Brick%烧结页岩空心砖孔型结构设计研究

    Institute of Scientific and Technical Information of China (English)

    黄孝云; 朱惠英; 陶尚儒; 卢凌寰; 张小静

    2013-01-01

    Fired shale hollow brick is a new type of energy-saving walling material. The factors affected the architectural designing of the shale hollow bricks were studied and discussed on its mechanical and thermal properties, proposing the best selection of different hole shapes, number of holes, holes arranged in size and platoon, hole wall thickness and hole chamfer.%  烧结页岩空心砖是一种新型的节能墙体材料。从力学和热工性能的角度,研究讨论了烧结页岩空心砖孔型结构设计的影响因素。提出不同孔洞形状、孔洞大小、孔洞排列及排数、孔壁厚度、孔洞倒角的最佳选取方案。

  8. Quaternary ammonium biocides as antimicrobial agents protecting historical wood and brick.

    Science.gov (United States)

    Rajkowska, Katarzyna; Koziróg, Anna; Otlewska, Anna; Piotrowska, Małgorzata; Nowicka-Krawczyk, Paulina; Brycki, Bogumił; Kunicka-Styczyńska, Alina; Gutarowska, Beata

    2016-01-01

    Quaternary ammonium compounds (QACs) are widely used in disinfection of water, surfaces and instruments as well as in textile, leather and food industries because of their relatively low toxicity, broad antimicrobial spectrum, non-volatility and chemical stability. Due to these advantages, QACs are also used in restoration and can be applied on historical material. The aim of this study was to determine the usefulness of biocides based on quaternary ammonium salts and containing various excipients in the protection of historical materials against microbial growth. The study determined the antimicrobial activity of three biocides against bacteria: Pseudomonas fluorescens, Staphylococcus equorum, Bacillus cereus, Bacillus muralis, Sporosarcina aquimarina and Rhodococcus fascians, and moulds: Chaetomium globosum, Penicillium citreonigrum, Cladosporium cladosporioides I, Acremonium strictum, Aspergillus fumigatus and Cladosporium cladosporioides II, all isolated from historical wood and brick. Staphylococcus equorum, Bacillus cereus, Sporosarcina aquimarina and Rhodococcus fascians bacteria, and Cladosporium cladosporioides I and Acremonium strictum moulds showed high sensitivity to quaternary ammonium biocides. Historical wood can be effectively disinfected by three applications of biocide A (30% v/v) containing dodecyl dimethyl ammonium chloride (DDAC), citric acid, propiconazole and propanol. Disinfection of historical brick can be carried out by three applications of 6% v/v solutions of biocide B (based on DDAC and ethylenediaminetetraacetic acid - EDTA) or biocide C (containing a non-ionic surfactant, DDAC and EDTA). Effective protection of historical building materials against microbial growth for a period of seven days can be achieved by the application of biocide A (30% v/v) on the wood surface and biocide B (6% v/v) on the brick surface.

  9. Design of a tracked ultrasound calibration phantom made of LEGO bricks

    Science.gov (United States)

    Walsh, Ryan; Soehl, Marie; Rankin, Adam; Lasso, Andras; Fichtinger, Gabor

    2014-03-01

    PURPOSE: Spatial calibration of tracked ultrasound systems is commonly performed using precisely fabricated phantoms. Machining or 3D printing has relatively high cost and not easily available. Moreover, the possibilities for modifying the phantoms are very limited. Our goal was to find a method to construct a calibration phantom from affordable, widely available components, which can be built in short time, can be easily modified, and provides comparable accuracy to the existing solutions. METHODS: We designed an N-wire calibration phantom made of LEGO® bricks. To affirm the phantom's reproducibility and build time, ten builds were done by first-time users. The phantoms were used for a tracked ultrasound calibration by an experienced user. The success of each user's build was determined by the lowest root mean square (RMS) wire reprojection error of three calibrations. The accuracy and variance of calibrations were evaluated for the calibrations produced for various tracked ultrasound probes. The proposed model was compared to two of the currently available phantom models for both electromagnetic and optical tracking. RESULTS: The phantom was successfully built by all ten first-time users in an average time of 18.8 minutes. It cost approximately $10 CAD for the required LEGO® bricks and averaged a 0.69mm of error in the calibration reproducibility for ultrasound calibrations. It is one third the cost of similar 3D printed phantoms and takes much less time to build. The proposed phantom's image reprojections were 0.13mm more erroneous than those of the highest performing current phantom model The average standard deviation of multiple 3D image reprojections differed by 0.05mm between the phantoms CONCLUSION: It was found that the phantom could be built in less time, was one third the cost, compared to similar 3D printed models. The proposed phantom was found to be capable of producing equivalent calibrations to 3D printed phantoms.

  10. Building a Great Green Wall

    Institute of Scientific and Technical Information of China (English)

    WANG HAIRONG

    2010-01-01

    @@ Under red flags fluttering in the early pring breeze, 260 volunteers planted more than 500 trees in suburban Beijing on March 23. On March 27, a warm Saturday in Beijing, 168 minister-level government officials volunteered leisure time to plant trees in Beijing's Fangshan District.The volunteers planted trees to mark China's 32nd Tree Planting Day, or Arbor Day, which falls on March 12 each year.Because of cold weather this March, largescale tree-planting activities in Beijing have been postponed to late March and early April, said the General Office of Capital Forestation Commission.

  11. Cyclic Behavior of Mortarless Brick Joints with Different Interlocking Shapes

    Directory of Open Access Journals (Sweden)

    Hongjun Liu

    2016-03-01

    Full Text Available The framed structure infilled with a mortarless brick (MB panel exhibits considerable in-plane energy dissipation because of the relative sliding between bricks and good out-of-plane stability resulting from the use of interlocking mechanisms. The cyclic behaviors of MB are investigated experimentally in this study. Two different types of bricks, namely non-interlocking mortarless brick (N-IMB and interlocking mortarless brick (IMB, are examined experimentally. The cyclic behavior of all of the joints (N-IMB and IMB are investigated in consideration of the effects of interlocking shapes, loading compression stress levels and loading cycles. The hysteretic loops of N-IMB and IMB joints are obtained, according to which a mechanical model is developed. The Mohr–Coulomb failure criterion is employed to describe the shear failure modes of all of the investigated joints. A typical frictional behavior is observed for the N-IMB joints, and a significant stiffening effect is observed for the IMB joints during their sliding stage. The friction coefficients of all of the researched joints increase with the augmentation of the compression stress level and improvement of the smoothness of the interlocking surfaces. An increase in the loading cycle results in a decrease in the friction coefficients of all of the joints. The degradation rate (DR of the friction coefficients increases with the reduction in the smoothness of the interlocking surface.

  12. A Carved-brick Tomb of the Song Period at Wangjiaxinyao in Tianshui City, Gansu%甘肃天水市王家新窑宋代雕砖墓

    Institute of Scientific and Technical Information of China (English)

    甘肃省文物考古研究所

    2002-01-01

    This tomb has a rectangular plan,an arched gate,and a roughly square chamber with a dome.The inner walls of the chamber are built of carved-and-painted bricks,the lower part being made into high bases with decorated mouldings,above which are representations of two-story buildings in imitation of wooden structures.The lower story depicts plank doors,partitions with window tracery and a woman opening the door;and the upper story,the tomb-owner′s banqueting and music-enjoying,a woman opening the door,and parts of gable-and-hip-roof buildings in imitation of wooden structures.Among the funeral objects remaining in the tomb are porcelain water droppers,bowls and jars,bronze mirrors,and copper coins.The tomb was built in the fourth year of Daguan Reign,Northern Song Dynasty(AD1110).As the only dated tomb discovered so far in the Gansu area,it is of great academic value.

  13. esearch and Application of Burned Microporous High Alumian—Graphite(Al/C) Brick in Blast Furnace

    Institute of Scientific and Technical Information of China (English)

    ZHANXiaoming; SONGMusen

    1999-01-01

    This paper inroduces the research background,technology,product property and application of burned microporous high alumina-graphite brick (Al2O3-C brick) used in blast furnace,The difference of property between Al2O3-C brick and other blast furnace refractories is discussed .The results of simulative tests show that ,Al2O3-C brick has good alkali resistance,slag resistance,thermal shock resistance,oxidation resistance,high thermal conductivity,low permeability and low solubility in molten iron,The brick with micropores of average radius less than 1μm has been successively applied to fourteen blast furnaces, the lining life of the brick is almost as long as that of Si3N4 bonded SiC brick Al2O3-C brick will be widely used in lower stack ,belly,bosh and hearth in the future.

  14. Tsunami vulnerability of buildings and people in South Java – field observations after the July 2006 Java tsunami

    Directory of Open Access Journals (Sweden)

    S. Nugrahadi

    2007-10-01

    Full Text Available A team of scientists from New Zealand and Indonesia undertook a reconnaissance mission to the South Java area affected by the tsunami of 17 July 2006. The team used GPS-based surveying equipment to measure ground profiles and inundation depths along 17 transects across affected areas near the port city of Cilacap and the resort town of Pangandaran. The purpose of the work was to acquire data for calibration of models used to estimate tsunami inundations, casualty rates and damage levels. Additional information was gathered from interviews with eyewitnesses. The degree of damage observed was diverse, being primarily dependant on water depth and the building construction type. Water depths were typically 2 to 4 m where housing was seriously damaged. Damage levels ranged from total for older brick houses, to about 50% for newer buildings with rudimentary reinforced-concrete beams and columns, to 5–20% for engineered residential houses and multi-storey hotels with heavier RC columns. "Punchout" of weak brick walls was widespread. Despite various natural warning signs very few people were alerted to the impending tsunami. Hence, the death toll was significant, with average death and injury rates both being about 10% of the people exposed, for water depths of about 3 m.

  15. Wind Load Test of Earthbag Wall

    Directory of Open Access Journals (Sweden)

    Ryan Scott

    2013-08-01

    Full Text Available Earthbag construction is a sustainable, low-cost, housing option for developing countries. Earthbag structures are built of individual soil-filled fabric bags (i.e., sand bags stacked in a running bond pattern. Once stacked, earthbags are compacted and the soil inside the bags is dried in-place to form earthen bricks. Barbed wires are placed between each course to affect shear transfer within the wall. Results of an out-of-plane load test on a full-scale earthbag wall are presented in this paper. The wall was subjected to out-of-plane pressure up to 3.16 kPa, which resulted in plastic deformations up to 50 mm. The wall did not collapse during loading. Wall behavior and force transfer mechanisms are discussed.

  16. The use of recycled paper processing residues in making porous brick with reduced thermal conductivity

    OpenAIRE

    SÜTÇÜ, Mücahit; AKKURT, Sedat

    2009-01-01

    Production of porous and light-weight bricks with reduced thermal conductivity and acceptable compressive strength is accomplished. Paper processing residues were used as an additive to an earthenware brick to produce the pores. SEM-EDS, XRD, XRF and TG-DTA analysis of the paper waste and brick raw material were performed. Mixtures containing brick raw materials and the paper waste were prepared at different proportions (up to 30 wt%). The granulated powder mixtures were compressed in a hydra...

  17. An Investigation of Shear Wall of Moen-Jo-Daro Using Mechanical Properties

    Directory of Open Access Journals (Sweden)

    Shazada Muhammad Umair Khan

    2014-05-01

    Full Text Available This investigation is based on the event that occur in 2000 and 2012 at Moen-Jo-Daro the extensive decay of Moen-Jo-Daro wall that replacement of bricks with new over damaged bricks. Damaged bricks due to the formation of various generated forces, continutiy of thrust resulted in the progressive instability of the lateral wall and formation of minor and major cracks. There are several walls which are facing similar problem, hence, a cubical clay model in 1/4-scale was built and investegated under service conditions. Finite-element FE, Models were generated to simulate the response of the structure, behaviour and safety of the prototype.

  18. 温室效应在建筑外墙绿化上的应用与研究%On application of green-house effect in reforestation of external walls of buildings and its research

    Institute of Scientific and Technical Information of China (English)

    姜鹏

    2011-01-01

    The paper illustrates the concept of the green-house effect,explores the application of the green-house effect in the reforestation of the external walls of buildings,introduces the planted types of the plants in the reforestation of the external walls in buildings,and points out the relative problems in the adoption of the green-house effect in the reforestation of the external walls of buildings,so as to direct the practice and to improve the urban environment.%对温室效应的概念进行了阐述,探讨了温室效应在建筑外墙绿化中的应用,介绍了建筑外墙绿化的植物栽种类型,并指出了建筑外墙绿化中采用温室效应时应注意的相关问题,以期指导实践,改善城市环境。

  19. 75 FR 57442 - Certain Magnesia Carbon Bricks from the People's Republic of China: Countervailing Duty Order

    Science.gov (United States)

    2010-09-21

    .... industry with respect to imports of MCBs from the PRC and Mexico. See Certain Magnesia Carbon Bricks from... International Trade Administration Certain Magnesia Carbon Bricks from the People's Republic of China... order on certain magnesia carbon bricks (MCBs) from the People's Republic of China (PRC). On September...

  20. 75 FR 56556 - Certain Magnesia Carbon Bricks From China and Mexico

    Science.gov (United States)

    2010-09-16

    ... COMMISSION Certain Magnesia Carbon Bricks From China and Mexico Determinations On the basis of the record \\1... from China and Mexico of certain magnesia carbon bricks, provided for in subheadings 6902.10.10, 6902... retarded, by reason of imports from Mexico of certain magnesia carbon bricks. Background The...

  1. 76 FR 78885 - Certain Magnesia Carbon Bricks From Mexico: Notice of Rescission of Antidumping Duty...

    Science.gov (United States)

    2011-12-20

    ... International Trade Administration Certain Magnesia Carbon Bricks From Mexico: Notice of Rescission of... antidumping duty order on certain magnesia carbon bricks from Mexico for the period of review (POR) of March... review of the antidumping duty order on certain magnesia carbon bricks from Mexico for the POR....

  2. 78 FR 21106 - Silica Bricks and Shapes From the People's Republic of China: Postponement of Preliminary...

    Science.gov (United States)

    2013-04-09

    ... International Trade Administration Silica Bricks and Shapes From the People's Republic of China: Postponement of... of silica bricks and shapes from the People's Republic of China.\\1\\ The period of investigation is... investigation is currently due no later than April 24, 2013. \\1\\ See Silica Bricks and Shapes From the...

  3. Water extraction out of mortar during brick laying: A NMR study

    NARCIS (Netherlands)

    Brocken, H.J.P.; Spiekman, M.E.; Pel, L.; Kopinga, K.; Larbi, J.A.

    1998-01-01

    The water extraction out of mortar during brick laying was studied using nuclear magnetic resonance. The experiments show that using a fired-clay brick, the water is extracted out of the mortar within 3 minutes, whereas in the case of a sand-lime brick this takes about 10 minutes. Prewetting a fired

  4. A novel method for a multi-level hierarchical composite with brick-and-mortar structure.

    Science.gov (United States)

    Brandt, Kristina; Wolff, Michael F H; Salikov, Vitalij; Heinrich, Stefan; Schneider, Gerold A

    2013-01-01

    The fascination for hierarchically structured hard tissues such as enamel or nacre arises from their unique structure-properties-relationship. During the last decades this numerously motivated the synthesis of composites, mimicking the brick-and-mortar structure of nacre. However, there is still a lack in synthetic engineering materials displaying a true hierarchical structure. Here, we present a novel multi-step processing route for anisotropic 2-level hierarchical composites by combining different coating techniques on different length scales. It comprises polymer-encapsulated ceramic particles as building blocks for the first level, followed by spouted bed spray granulation for a second level, and finally directional hot pressing to anisotropically consolidate the composite. The microstructure achieved reveals a brick-and-mortar hierarchical structure with distinct, however not yet optimized mechanical properties on each level. It opens up a completely new processing route for the synthesis of multi-level hierarchically structured composites, giving prospects to multi-functional structure-properties relationships.

  5. Radon exhalation rate from the soil, sand and brick samples collected from NWFP and FATA, Pakistan.

    Science.gov (United States)

    Rahman, Said; Mati, N; Matiullah; Ghauri, Badar

    2007-01-01

    In order to characterise the building materials as an indoor radon source, knowledge of the radon exhalation rate from these materials is very important. In this regard, soil, sand and brick samples were collected from different places of the North West Frontier Province (NWFP) and Federally Administered Tribal Areas (FATA), Pakistan. The samples were processed and placed in plastic containers. NRPB radon dosemeters were installed in it at heights of 25 cm above the surface of the samples and containers were then hermetically sealed. After 40-80 d of exposure to radon, CR-39 detectors were removed from the dosemeter holders and etched in 25% NaOH at 80 degrees C for 16 h. From the measured radon concentration values, (222)Rn exhalation rates were determined. Exhalation rate form soil, sand and brick samples was found to vary from 114 +/- 11 to 416 +/- 9 mBq m(-2) h(-1), 205 +/- 16 to 291 +/- 13 mBq m(-2) h(-1) and 245 +/- 12 to 365 +/- 11 mBq m(-2) h(-1), respectively.

  6. Unfired clay bricks – retention curves and liquid diffusivities

    DEFF Research Database (Denmark)

    Hansen, Kurt Kielsgaard; Peuhkuri, Ruut Hannele; Kristensen, A.;

    2002-01-01

    This paper presents retention curves and liquid diffusivities of two different types of unfired clay bricks, both produced in Denmark on commercial basis. The retention curves are determined by use of pressure plate and pressure membrane apparatuses. The liquid diffusivity is calculated on the ba......This paper presents retention curves and liquid diffusivities of two different types of unfired clay bricks, both produced in Denmark on commercial basis. The retention curves are determined by use of pressure plate and pressure membrane apparatuses. The liquid diffusivity is calculated...

  7. Compressive strength of brick masonry made with weak mortars

    DEFF Research Database (Denmark)

    Pedersen, Erik Steen; Hansen, Klavs Feilberg

    2013-01-01

    The use of weak mortar has a number of advantages (e.g. prevention of expansion joints, environmental issues). However, according to EC6, the strength of masonry vanishes when the compressive strength of the mortar approaches zero. In reality the presence of even unhardened mortar kept in place...... (fm≈6 N/mm2) compression tests of masonry with perforated bricks show that the EC6 expression is not always safe for Danish masonry. This is probably because the tensile strength of the bricks also has an effect on the compressive strength of masonry when the mortar is stronger than weak lime mortar...

  8. Residential metal contamination and potential health risks of exposure in adobe brick houses in Potosí, Bolivia.

    Science.gov (United States)

    McEwen, Abigail R; Hsu-Kim, Heileen; Robins, Nicholas A; Hagan, Nicole A; Halabi, Susan; Barras, Olivo; Richter, Daniel deB; Vandenberg, John J

    2016-08-15

    Potosí, Bolivia, is the site of centuries of historic and present-day mining of the Cerro Rico, a mountain known for its rich polymetallic deposits, and was the site of large-scale Colonial era silver refining operations. In this study, the concentrations of several metal and metalloid elements were quantified in adobe brick, dirt floor, and surface dust samples from 49 houses in Potosí. Median concentrations of total mercury (Hg), lead (Pb), and arsenic (As) were significantly greater than concentrations measured in Sucre, Bolivia, a non-mining town, and exceeded US-based soil screening levels. Adobe brick samples were further analyzed for bioaccessible concentrations of trace elements using a simulated gastric fluid (GF) extraction. Median GF extractable concentrations of Hg, As, and Pb were 0.085, 13.9, and 32.2% of the total element concentration, respectively. Total and GF extractable concentrations of Hg, As, and Pb were used to estimate exposure and potential health risks to children following incidental ingestion of adobe brick particles. Risks were assessed using a range of potential ingestion rates (50-1000mg/day). Overall, the results of the risk assessment show that the majority of households sampled contained concentrations of bioaccessible Pb and As, but not Hg, that represent a potential health risk. Even at the lowest ingestion rate considered, the majority of households exceeded the risk threshold for Pb, indicating that the concentrations of this metal are of particular concern. To our knowledge, this is the first study to quantify key trace elements in building materials in adobe brick houses and the results indicate that these houses are a potential source of exposure to metals and metalloids in South American mining communities. Additional studies are needed to fully characterize personal exposure and to understand potential adverse health outcomes within the community.

  9. Evaluation of Two CEDA Weatherization Pilot Implementations of an Exterior Insulation and Over-Clad Retrofit Strategy for Residential Masonry Buildings in Chicago

    Energy Technology Data Exchange (ETDEWEB)

    Neuhauser, K.

    2013-08-01

    This project examines the implementation of an exterior insulation and over-clad strategy for brick masonry buildings in Chicago. The strategy was implemented at a free-standing two story two-family dwelling and a larger free-standing multifamily building. The test homes selected for this research represent predominant housing types for the Chicago area. High heating energy use typical in these buildings threaten housing affordability. Uninsulated mass masonry wall assemblies also have a strongly detrimental impact on comfort. Significant changes to the performance of masonry wall assemblies is generally beyond the reach of typical weatherization (Wx) program resources. The Community and Economic Development Association of Cook County, Inc. (CEDA) has secured a Sustainable Energy Resources for Consumers (SERC) innovation grant sponsored by the United States Department of Energy (DOE). This grant provides CEDA the opportunity to pursue a pilot implementation of innovative approaches to retrofit in masonry wall enclosures. The exterior insulation and over-clad strategy implemented through this project was designed to allow implementation by contractors active in CEDA weatherization programs and using materials and methods familiar to these contractors. The retrofit measures are evaluated in terms of feasibility, cost and performance. Through observations of the strategies implemented, the research described in this report identifies measures critical to performance as well as conditions for wider adoption. The research also identifies common factors that must be considered in determining whether the exterior insulation and over-clad strategy is appropriate for the building.

  10. Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

    Directory of Open Access Journals (Sweden)

    V. Salajka

    2017-01-01

    Full Text Available This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out in order to obtain additional information on the behaviour of masonry walls made of ceramic blocks. The results of the geometrically and materially nonlinear computations were compared to the results of the performed tests.

  11. Effects of using arsenic-iron sludge wastes in brick making.

    Science.gov (United States)

    Hassan, Khondoker Mahbub; Fukushi, Kensuke; Turikuzzaman, Kazi; Moniruzzaman, S M

    2014-06-01

    The arsenic-iron sludge generated in most of the treatment systems around the world is discharged into the nearest watercourse, which leads to accumulative rise of arsenic and iron concentrations in water. In this study, attempts were made to use the arsenic-iron sludge in making bricks and to analyze the corresponding effects on brick properties. The water treatment plant sludge is extremely close to brick clay in chemical composition. So, the sludge could be a potential substitute for brick clay. This study involved the addition of sludge with ratios 3%, 6%, 9% and 12% of the total weight of sludge-clay mixture. The physical and chemical properties of the produced bricks were then determined and evaluated and compared to control brick made entirely from clay. Results of different tests indicated that the sludge proportion and firing temperature were the two key factors in determining the quality of bricks. The compressive strength of 3%, 6%, 9% and 12% sludge containing brick samples were found to be 14.1 MPa, 15.1 MPa, 9.4 MPa and 7.1 MPa, respectively. These results indicate that the compressive strength of prepared bricks initially increased and then decreased with the increase of sludge proportion. Leaching characteristics of burnt bricks were determined with the variation of pH at a constant temperature. The optimum amount of sludge that could be mixed with clay to produce good bonding of clay-sludge bricks was found to be 6% (safely maximum) by weight.

  12. Effects of water on mortar-brick bond

    NARCIS (Netherlands)

    Groot, C.J.W.P.

    1995-01-01

    The quality of bond in masonry is, to a large extent, a function of the (i) the hydration conditions and (ii) the mortar composition of the mortar-brick interface. For insight into the effects of these parameters on bond performance it is essential to dispose of quantitative information about water

  13. Do Schools Still Need Brick-and-Mortar Libraries?

    Science.gov (United States)

    Johnson, Doug; Mastrion, Keith

    2009-01-01

    Do all schools need brick-and-mortar libraries? In this article, Johnson and Mastrion share their contradictory thoughts to the question. Johnson says some schools don't need library facilities or programs or librarians. These schools' teachers and administrators: (1) feel no need for a collaborative learning space; (2) feel the ability to process…

  14. BioBrick assembly standards and techniques and associated software tools.

    Science.gov (United States)

    Røkke, Gunvor; Korvald, Eirin; Pahr, Jarle; Oyås, Ove; Lale, Rahmi

    2014-01-01

    The BioBrick idea was developed to introduce the engineering principles of abstraction and standardization into synthetic biology. BioBricks are DNA sequences that serve a defined biological function and can be readily assembled with any other BioBrick parts to create new BioBricks with novel properties. In order to achieve this, several assembly standards can be used. Which assembly standards a BioBrick is compatible with, depends on the prefix and suffix sequences surrounding the part. In this chapter, five of the most common assembly standards will be described, as well as some of the most used assembly techniques, cloning procedures, and a presentation of the available software tools that can be used for deciding on the best method for assembling of different BioBricks, and searching for BioBrick parts in the Registry of Standard Biological Parts database.

  15. Inventorying Toronto's single detached housing stocks to examine the availability of clay brick for urban mining.

    Science.gov (United States)

    Ergun, Deniz; Gorgolewski, Mark

    2015-11-01

    This study examines the stocks of clay brick in Toronto's single detached housing, to provide parameters for city scale material reuse and recycling. Based on consensus from the literature and statistics on Toronto's single detached housing stocks, city scale reusable and recyclable stocks were estimated to provide an understanding of what volume could be saved from landfill and reintroduced into the urban fabric. On average 2523-4542 m(3) of brick was determined to be available annually for reuse, which would account for 20-36% of the volume of virgin brick consumed in new house construction in 2012. A higher volume, 6187 m(3) of brick, was determined to be available annually for recycling because more of the prevalence of cement-based mortar, which creates challenges for brick reuse in Toronto. The results demonstrated that older housing containing reusable brick were being mostly landfilled and replaced with housing that contained only recyclable brick.

  16. Study on Microstructure and Slag Corrosion Mechanism of High Chrome Bricks for Gasifier

    Institute of Scientific and Technical Information of China (English)

    2006-01-01

    Research was focused on slag corrosion mechanism of high chrome bricks used for different types of gasifier by comparing the structure of high chrome bricks for petroleum coke gasifier and water-coal slurry gasifier with slag corroded testing brick and water coal slurry gasifier through Scanning Electron Microscope (SEM) examination and X-ray diffraction. Results show that for high chrome brick used for petroleum coke gasifier, corrosion is mainly caused by Cr2O3 in the brick and V2O5 in molten slag and liquid phase generation at low temperature; for high chrome brick used for water-coal slurry gasifier, corrosion is caused by dissolution of Cr2O3 in molten slag and corrosion of ZrO2. For LIRR-HK95 brick, it performs better petroleum coke corrosion resistance than the others due to the optimal composition and structure.

  17. Prevalence of work-related musculoskeletal disorders among the brick field workers of West Bengal, India.

    Science.gov (United States)

    Das, Banibrata

    2014-01-01

    Brick field industry is one of the most important and oldest industries in India, where millions of workers suffered from work-related musculoskeletal disorders (WMSDs). The main aim of the present investigation was to assess the prevalence of WMSDs among brick field workers. A cross-sectional study was conducted on 216 brick field workers. A modified Nordic questionnaire was applied among them. In brick making industry, the workers adopt different unfavorable actions, such as frequent bending; bending and twisting of the body; and working above shoulder height, which may lead to severe pain in different parts of the body, especially lower back (brick carriers: 90%; moulders: 92%; fireman: 75%; stackers: 88%) and neck (brick carriers: 89%; moulders: 88%; fireman: 54%; stackers: 72%), It was concluded from the study that health of the brick field workers was highly affected due to working in different awkward postures for long periods.

  18. Influence of pH during chemical weathering of bricks: Long term exposure

    DEFF Research Database (Denmark)

    Rörig-Dalgaard, Inge; Charola, A. Elena

    2016-01-01

    Within the framework of environmental weathering of bricks in historical structures, this study focuses on new bricks currently employed for restoration projects. The bricks were subjected to an accelerated chemical weathering test by immersion in solutions with pH ranging from 3 to 13 for differ......Within the framework of environmental weathering of bricks in historical structures, this study focuses on new bricks currently employed for restoration projects. The bricks were subjected to an accelerated chemical weathering test by immersion in solutions with pH ranging from 3 to 13...... for different lengths of time up to 432 days, data to 288 days are presented since the project is still ongoing. The study analyzed the changes of pH induced in the solutions by the presence of the bricks (this also served to adjust the pH to the intended value), as well as the concentration of various ions...

  19. Acoustic Behavior of Hollow Blocks and Bricks Made of Concrete Doped with Waste-Tire Rubber

    Directory of Open Access Journals (Sweden)

    Esteban Fraile-Garcia

    2016-11-01

    Full Text Available In this paper, we investigate the acoustic behaviour of building elements made of concrete doped with waste-tire rubber. Three different mixtures were created, with 0%, 10%, and 20% rubber in their composition. Bricks, lattice joists, and hollow blocks were manufactured with each mixture, and three different cells were built and tested against aerial and impact noise. The values of the global acoustic isolation and the reduction of the sound pressure level of impacts were measured. Results proved that highly doped elements are an excellent option to isolate low frequency sounds, whereas intermediate and standard elements constitute a most interesting option to block middle and high frequency sounds. In both cases, the considerable amount of waste-tire rubber recycled could justify the employment of the doped materials for the sake of the environment.

  20. Field and laboratory determination of a poly(vinyl/vinylidene chloride) additive in brick mortar.

    Science.gov (United States)

    Law, S L; Newman, J H; Ptak, F L

    1990-02-01

    A polymerized vinyl/vinylidene chloride additive, used in brick mortar during the 60s and 70s, is detected at the building site by the field method, which employs a commercially available chloride test strip. The field test results can then be verified by the laboratory methods. In one method, total chlorine in the mortar is determined by an oxygen-bomb method and the additive chloride is determined by difference after water-soluble chlorides have been determined on a separate sample. In the second method, the polymerized additive is extracted directly from the mortar with tetrahydrofuran (THF). The difference in weight before and after extraction of the additive gives the weight of additive in the mortar. Evaporation of the THF from the extract leaves a thin film of the polymer, which gives an infrared "fingerprint" spectrum characteristic of the additive polymer.

  1. Change Mechanism in Property and Microstruture of Magnesite—chrome Brick for Use in Super H—T Tunnel Kiln

    Institute of Scientific and Technical Information of China (English)

    SHAOYang; SUNJu; 等

    1998-01-01

    On the basis of determination of property and microstructure of two kinds of primary MgO-Cr2O3 bricks and residual magnesite-chrome bricks for super H-T tunnel kiln,combining with the both residul bricks's application result,the paper expounds the change mechanism of the two kinds of magnesite-chrome bricks during the operation period,especially stresses the advantages of low Cr2O3 MgO-Cr2O3 bricks.

  2. Identifying the dynamic characteristics of a dual core-wall and frame building in Chile using aftershocks of the 27 February 2010 (Mw=8.8) Maule, Chile, earthquake

    Science.gov (United States)

    Çelebi, Mehmet; Sereci, Mark; Boroschek, Ruben; Carreño, Rodrigo; Bonelli, Patricio

    2013-01-01

    Following the 27 February 2010 (Mw = 8.8) Offshore Maule, Chile earthquake, a temporary, 16-channel, real-time data streaming array was installed in a recently constructed building in Viña del Mar to capture its responses to aftershocks. The cast-in-place, reinforced concrete building is 16 stories high, with 3 additional basement levels, and has dual system comprising multiple structural walls and perimeter frames. This building was not damaged during the main-shock, but other buildings of similar design in Viña del Mar and other parts of Chile were damaged, although none collapsed. Dynamic characteristics of the building identified from the low-amplitude (PGA of about 2 Gal) response recordings of aftershocks are found to compare well with those determined from modal analyses using a design level FEM model. Distinct “major-axes” translational and torsional fundamental frequencies, as well as frequencies of secondary modes, are identified. Evidence of beating is consistently observed in the response data for each earthquake. Results do not match well with U.S. code formulas.

  3. Experimental study of masonry wall exposed to blast loading

    Directory of Open Access Journals (Sweden)

    Ahmad, S.

    2014-03-01

    Full Text Available The challenge of protecting the nation against the attack of terrorism has raised the importance to explore the understanding of building materials against the explosion. Unlike most of the building materials, brick masonry materials offer relatively small resistance against blast loading. In this research, a brick masonry wall was exposed to varying blast load at different scaled distances. Six tests with different amounts of explosives at various distances were carried out. Pressure time history, acceleration time history and strain at specific location were measured. The parameters measured from experimental pressure time history and acceleration time history is compared with those determined by ConWep to establish the correlations between experimental determined records and ConWep values. The experimental results were also compared with some researchers. These correlations may assist in understanding the behaviour of masonry structures subjected to explosive loading.Con el reto que supone proteger a la nación contra atentados terroristas se ha visto acrecentada la importancia de conocer el comportamiento de materiales de construcción cuando se someten a una carga explosiva. Al contrario de la mayoría de los materiales, las fábricas de ladrillo ofrecen poca resistencia a dichas cargas. En el presente trabajo, se estudió el comportamiento de una fábrica de ladrillo ante cargas explosivas colocadas a diferentes distancias del muro. Se realizaron seis pruebas con explosivos de potencias distintas y a diferentes distancias. Se trazaron las curvas presión-tiempo y aceleración-tiempo, midiéndose asimismo la deformación en un punto concreto. Los valores experimentales de las curvas presión-tiempo y aceleración-tiempo se compararon con los que se calcularon con la ayuda de la aplicación informática ConWep a fin de establecer las correlaciones entre ambos conjuntos de resultados. También se compararon los resultados experimentales

  4. Antioxidant enzymes status and reproductive health of adult male workers exposed to brick kiln pollutants in Pakistan.

    Science.gov (United States)

    Jahan, Sarwat; Falah, Samreen; Ullah, Hizb; Ullah, Asad; Rauf, Naveed

    2016-07-01

    The present study was designed to study the effect of brick kilns emissions on the reproductive health and biochemical status of brick kiln workers and people living in the area near brick kilns. Body mass index (BMI) was significantly reduced in brick makers, carriers, and bakers compared to the control. Red blood cells count and hematocrit (%) were significantly high in brick bakers while MCH was significantly reduced in brick makers and brick bakers. Heavy metals (lead, cadmium, and chromium) concentration in whole blood of the brick kiln workers were significantly higher as compared to the control. Antioxidant enzymes (CAT, SOD, POD, GSH, and GR) were significantly reduced in brick kiln workers as compared to the control while TBARS level were significantly high in brick bakers as compared to the control. Plasma leutinizing hormone (LH) was significantly high in brick bakers while testosterone concentrations were significantly reduced in brick makers, carriers, and bakers. The present study shows that brick kiln workers and people living in the brick kiln vicinity are exposed to heavy metals and other pollutants that is a serious threat to their health. Alternate technology is needed to be developed and brick kilns should be replaced.

  5. 夏热冬冷地区公共建筑外墙保温方案探索%External Wall Insulation Plan Exploration of Public Buildings in Hot Summer and Cold Winter Area

    Institute of Scientific and Technical Information of China (English)

    王其恒

    2012-01-01

    外墙保温是建筑保温的重要组成部分,外墙保温主要由墙身结构层和保温层来实现.结构层和保温层材料种类繁多,构造做法也不尽相同.通过分析各种外墙保温做法,总结各种做法的优缺点,并进行了深入的分析计算,最终确定了每种保温做法的合理适用范围.%External wall insulation is an important part of building insulation.Wall insulation mainly rely on wall body structure layer and the insulation layer to achieve.Structure layer and the insulation layer are composed of a wide variety of materials,construction practices are not the same.Through the analysis of all kinds of external wall insulation method,summarize the advantages and disadvantages of various methods,and conducted in-depth analysis,and ultimately determine the every kind of insulation for the reasonable application range.

  6. Discussion on Technical Requirements and Methods of Building Curtain Wall Engineering Joint Sealing%浅谈建筑幕墙工程接缝处理的技术要求和方法

    Institute of Scientific and Technical Information of China (English)

    高淑艳; 张龙

    2011-01-01

    This article put forward constructive suggestions aiming at problems may appear in building curtain walls. In the construction of the walls, connection of floor, ceiling and wall is a very important issue, where leaving gaps causing problems in the upper and lower interior space insulation, therefore, curtain division will affect connection of floor and ceiling and curtain wall. Decoration should set horizontal frame here, so that floor and ceiling decoration can connect with it, and do thermal insulation treatment.%本文针对建筑幕墙可能出现的问题,提出了建设性的建议.在幕墙的构造中,楼面和吊顶与幕墙的连接是一个非常重要的问题,此处经常留有缝隙造成室内上下空间保温和隔声出现问题,因此,幕墙的分格将影响楼面和吊顶与暮墙的连接.装修设计时,应在此处设置横框,使楼面和吊顶的装修与其连接,并做保温隔热处理.

  7. 住宅建筑的外墙保温节能施工技术研究%Study on construction technology of energy-saving insulation wall of residential building

    Institute of Scientific and Technical Information of China (English)

    胡玺建

    2015-01-01

    in the exterior wall in the construction process, the external wall thermal insulation energy-saving technology is one of the focus of the current construction units need to focus on.In order to effectively save energy, at the same time ensuring residential building residential comfort,should strengthen the research of energy-saving insulation construction technology.%在建筑外墙施工过程中,外墙外保温节能技术是当前建筑施工单位需要着重关注的焦点之一。为了有效节约能源,同时保证住宅建筑的居住舒适度,应该加强保温节能施工技术的研究。

  8. Research on Fire Safety Design of Thermal Insulation Materials Covering on Exterior Wall of Building%建筑外墙外保温材料防火安全的选型设计探讨

    Institute of Scientific and Technical Information of China (English)

    夏朝晖

    2011-01-01

    近年来,我国因建筑外墙外保温材料防火安全问题而导致特大火灾事故频发,尤其是上海胶州路教师公寓火灾、沈阳皇朝万鑫大厦火灾和北京央视大楼火灾,造成重大人员伤亡和财产损失,使得建筑外墙外保温材料防火安全成为人们关注的焦点.该文针对目前建筑外墙外保温材料选型设计中不注重防火安全的实际问题,分析了各种建筑外墙外保温材料防火性能,探讨其不同的使用局限性和优缺点,为建筑外墙外保温材料的选型设计提供参考.%In recent years the thermal insulation materials covering on the exterior wall for building fire safety problems caused the serious fire accidents, especially in the teacher apartment fire at Jiaozhou Road in Shanghai, the Dynasty wan Xin building fire in Shenyang and the CCTV building fire in Beijing, which caused the heavy casualties and the property losses, Therefore, the fire safety of the thermal insulation materials covering on the exterior wall has been a focus of attention.For solving the problem of the current moterials selection not paying attention to fire safety design, This paper analyzes the various fire performances of thermal insulation material covering on exterior wall, and their advantages and disadvantages, as a reference of selecting the thermal insulation material in the fire safety design.

  9. Comparative analysis of dose rates in bricks determined by neutron activation analysis, alpha counting and X-ray fluorescence analysis for the thermoluminescence fine grain dating method

    Science.gov (United States)

    Bártová, H.; Kučera, J.; Musílek, L.; Trojek, T.

    2014-11-01

    In order to evaluate the age from the equivalent dose and to obtain an optimized and efficient procedure for thermoluminescence (TL) dating, it is necessary to obtain the values of both the internal and the external dose rates from dated samples and from their environment. The measurements described and compared in this paper refer to bricks from historic buildings and a fine-grain dating method. The external doses are therefore negligible, if the samples are taken from a sufficient depth in the wall. However, both the alpha dose rate and the beta and gamma dose rates must be taken into account in the internal dose. The internal dose rate to fine-grain samples is caused by the concentrations of natural radionuclides 238U, 235U, 232Th and members of their decay chains, and by 40K concentrations. Various methods can be used for determining trace concentrations of these natural radionuclides and their contributions to the dose rate. The dose rate fraction from 238U and 232Th can be calculated, e.g., from the alpha count rate, or from the concentrations of 238U and 232Th, measured by neutron activation analysis (NAA). The dose rate fraction from 40K can be calculated from the concentration of potassium measured, e.g., by X-ray fluorescence analysis (XRF) or by NAA. Alpha counting and XRF are relatively simple and are accessible for an ordinary laboratory. NAA can be considered as a more accurate method, but it is more demanding regarding time and costs, since it needs a nuclear reactor as a neutron source. A comparison of these methods allows us to decide whether the time- and cost-saving simpler techniques introduce uncertainty that is still acceptable.

  10. Determination of natural radioactivity, 222Rn and 220Rn exhalation rates and radiation hazards of fly ash and fly ash brick used in Baotou, China

    Directory of Open Access Journals (Sweden)

    Li Yuxin

    2016-01-01

    Full Text Available Natural radioactivity levels, 222Rn and 220Rn exhalation rates and radiation hazards of fly ash and fly ash brick used in Baotou, China were determined. The activity concentrations of 226Ra, 232Th, and 40K in fly ash samples ranged from 38.81 to 93.73, 40.34 to 135.17, and 66.92 to 290.86 Bq/kg with an average of 76.52, 109.95, and 170.72 Bq/kg, respectively; while in fly ash brick samples, these radionuclides ranged from 42.43 to 71.60, 76.65 to 208.37, and 94.32 to 489.42 Bq/kg with an average of 53.83, 101.93, and 266.48 Bq/kg, respectively. The exhalation rates of 222Rn and 220Rn in all determined samples were in the range of 1.13-20.50 and 15.60-113.00 mBq/m2s, respectively. The calculated results of the radium equivalent activity, external hazard index, internal hazard index, indoor annual effective dose and outdoor annual effective dose indicated that fly ashes and fly ash bricks collected from some brick factories of Baotou would pose excessive radiation risks to inhabitants and that they are not suitable for use in building construction. The natural radioactivity level of fly ash and fly ash brick needs to be constantly monitored considering the radiation safety of the local residents.

  11. UCAR炭砖在鞍钢高炉应用分析%Analysis on Application of UCAR Carbon Bricks in Blast Furnace of Angang

    Institute of Scientific and Technical Information of China (English)

    郭天永; 车玉满; 谢明辉; 孙鹏; 姚硕; 姜喆

    2015-01-01

    介绍了UCAR炭砖在鞍钢高炉炉缸的应用状况,根据炉缸结构、冷却系统,结合炭砖理化检验结果,分析讨论了鞍钢UCAR炭砖炉缸异常侵蚀原因,认为炉缸炭砖必须使用电煅无烟煤生产工艺,不能使用过量填加石墨的生产工艺,炉缸炭砖不能片面追求导热系数指标,必须综合考虑平均孔径、小于1μm容积比、抗氧化性、抗碱性、抗渣侵蚀和铁水溶蚀率。%The current situation of application of UCAR carbon bricks in building the BF hearth of Angang is introduced. The causes leading to the abnormal erosion of UCAR carbon bricks in Angang are analyzed and discussed with regard to the structure of the hearth, the cooling system and inspection results by physical and chemical means. According to the analytical results it is believed that carbon bricks for building the hearth have to be made of electrically calcined anthracite coal, but not made of those with adding excessive graphite, for the excessive pursuit of the thermal conductivity index of carbon bricks for building the BF hearth should not be done, instead all these factors such as average pore size, volumetric ratio less than 1 μm, oxidation resistance, alkalinity resistance, rate of resistance to slag erosion and dissolution rate of hot metal must be considered comprehensively.

  12. 建筑节能条件下外墙外保温技术在工程中的应用%Application of Thermal Insulation Technology of External Walls in Building Energy Conservation

    Institute of Scientific and Technical Information of China (English)

    赵强

    2015-01-01

    Thermal insulation of external walls is an important technology in building energy conservation. This paper illustrates the energy saving characteristics from three aspects:the necessity,the superiority and the structural system.%外墙外保温技术是建筑节能中一项重要的技术.从外墙外保温技术的必要性、优越性和结构体系等3个方面,阐述了其节能的性能特点.

  13. 某高层住宅外墙裂缝分析及加固方法%Cracks analysis and strengthening method of outside wall corner of certain tall building

    Institute of Scientific and Technical Information of China (English)

    贾莉莉

    2013-01-01

    fter concrete structure completion before the decoration,some cracks are found on a outside wall corner of certain tall building.This text analyse the reason of forming cracks,account the strengthening method and matters needing attention.%某高层住宅在主体完工未进行建筑装修阶段,在外墙拐角处出现了一些裂缝。本文分析了裂缝的成因,阐述了加固方法及注意事项。

  14. A full-scale experimental set-up for assessing the energy performance of radiant wall and active chilled beam for cooling buildings

    DEFF Research Database (Denmark)

    Le Dreau, Jerome; Heiselberg, Per; Jensen, Rasmus Lund

    2015-01-01

    in decreasing the cooling need of the radiant wall compared to the active chilled beam. It has also been observed that the type and repartition of heat load have an influence on the cooling demand. Regarding the comfort level, both terminals met the general requirements, except at high solar heat gains......Full-scale experiments under both steady-state and dynamic conditions have been performed to compare the energy performance of a radiant wall and an active chilled beam. From these experiments, it has been observed that the radiant wall is a more secure and efficient way of removing heat from...... the test room than the active chilled beam. The energy saving, which can be estimated to around 10%, is due to increased ventilation losses. The asymmetry between air and radiant temperature, the air temperature gradient and the possible short-circuit between inlet and outlet play an equally important role...

  15. House Embodied Energy and Zero Energy Building Concept

    Directory of Open Access Journals (Sweden)

    Edita MILUTIENĖ

    2011-01-01

    Full Text Available Normal 0 false false false EN-US X-NONE X-NONE MicrosoftInternetExplorer4 st1\\:*{behavior:url(#ieooui } /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Table Normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0cm 5.4pt 0cm 5.4pt; mso-para-margin:0cm; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:"Times New Roman"; mso-fareast-theme-font:minor-fareast; mso-hansi-font-family:Calibri; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} Seeking to mitigate climate change it is impossible to avoid radical changes in construction sector, because it accounts for 40% of primary energy use for buildings operation in Europe and other countries.  Production of building materials also affects climate change and environment quality.  The concept of zero energy building (ZEB emphasizes energy efficiency, energy saving and renewable energy use during the operation of buildings and it is a necessary step in changing the present situation. Nevertheless there are more possibilities for improving building sector sustainability. The article presents analysis of embodied energy reduction using straw bales and other local materials for wall construction. Estimations have shown that replacing a structural component as bricks with local wood, and thermal insulation material - stone wool with straw bales, it is possible to reduce embodied energy and embodied carbon of a wall more than 7 times. Pressed straw being a building material with good thermal properties, straw bale buildings could meet the passive houses standard or help fulfilling the concept of zero energy building without additional harm to the nature of extra thermal

  16. Building Blocks of the Universe

    CERN Document Server

    The ATLAS collaboration

    2015-01-01

    This article presents possibilities to impart knowledge of and enthusiasm for particle physics to essentially all non-expert target audiences by the use of LEGO bricks and models of particle physics experiments built from these. Methods of using LEGO models, both as a passive exhibit and as part of interactive outreach events, are presented, along with a historical review of the “Build Your Own Particle Detector” programme and the corresponding idea of hosting competitions in building detector models in LEGO pieces as a perfect setting to grasp people’s attention, get them involved and ultimately convey knowledge in particle physics to them.

  17. Calculation of the thicknesses of the walls of the radiographic inspection building of the NKS enterprise; Calculo de los espesores de los muros del edificio de inspeccion radiografica de la empresa NKS

    Energy Technology Data Exchange (ETDEWEB)

    Rodriguez A, G.; Gutierrez R, C

    1983-07-15

    During the month of February, 1983, the Structural Civil Department of the Latin American of Engineering, S.A. de C.V. company (LATISA), outline to the Engineering and Industry Applications Management of the ININ that the industrial group NKS had taken charge them the design of a building where it would lodge a linear electron accelerator of 4 MeV, one source of Co-60 of 30 Ci and an X-ray equipment, tube type, of range of 60 to 300 KV and that to make the design they required to know the necessary thickness of the walls, doors and roof to protect to the workers, outside of the building, of the X and gamma radiations generated by the sources mentioned during the radiographic inspections of metal-mechanical pieces. (Author)

  18. Experimental study on shear property of autoclaved fly ash brick masonry in Xinjiang region%新疆地区蒸压粉煤灰实心砖砌体抗剪性能试验研究

    Institute of Scientific and Technical Information of China (English)

    袁康; 陈燕华; 常新军; 何志军

    2011-01-01

    Autoclaved fly ash brick is classified as one new wall material to replace fired brick, promoting the shear property of autoclaved fly ash brick masonry is very important for improving the earthquake resistance and crack resistance of masonry structure.Because of fluting the surface of brick,the shear property of ribbed autoclaved fly ash brick masonry would be improved. In the paper,the shear property of ribbed autoclaved fly ash brick masonry, common autoclaved fly ash brick masonry and fired brick have been comparative studied,and the earthquake resistance and crack resistance measures have been discussed under the premise of relative standard citations,in order to provide the theoretical basis for autoclaved fly ash brick's further promotion and application in Xinjiang which is located in seismic high-incidence area, while have climate characteristics of dry climate, high annual temperature difference,high diurnal temperature difference.%蒸压粉煤灰砖属于可以替代烧结普通砖的新型墙体材料,提高蒸压粉煤灰砖砌体的抗剪性能是改善此类砌体结构抗震、抗裂能力的关键.带肋蒸压粉煤灰砖通过改善砖的外形,在砖的表面开槽形成肋状,可提高砖砌体的抗剪能力.本文对带肋蒸压粉煤灰砖砌体、普通蒸压粉煤灰砖砌体和烧结普通砖砌体的抗剪性能进行了比较研究,并结合相关规范条文探讨了带肋蒸压粉煤灰砖的有关抗震、抗裂措施,为蒸压粉煤灰砖在地处地震高发区同时具备气候干燥,年温差、日温差大的新疆地区推广应用提供理论依据.

  19. Torroja Institute, the historic building: conservation and characteristics of the materials of its façades

    Directory of Open Access Journals (Sweden)

    Luxán, M. P.

    1999-09-01

    Full Text Available The "Instituto de Ciencias de la Construcción" building is one of the most singular engineering design done by Eduardo Torroja: it was started in 1951. This study focused on the Institute façade-building materials has been carried out in the 100th anniversary of his birth. The analysis has revealed that the design of the original project has been of a great importance for the good conservation of the external walls. The pointing mortar characterization of its brick walls by instrumental techniques (infrared spectroscopy. X-ray diffraction, scanning electron microscopy with EDS reveals that calcite is its main component, with gypsum presence in polluted external zones and silica compounds from the sand. The obtained results indicate a good compatibility between mortars and façade bricks.

    El edificio del "Instituto de Ciencias de la Construcción", construido en 1951, constituye una de las obras singulares del ingeniero Eduardo Torroja. En el centenario de su nacimiento se ha elaborado este estudio, que se centra en los materiales de construcción de las fachadas del Instituto. De su análisis se desprende la importancia del diseño del proyecto original en la buena conservación de los paramentos exteriores. La caracterización de los morteros de junta de las fábricas de ladrillo de los paramentos, mediante técnicas instrumentales (espectroscopia infrarroja, difracción de rayos X, microscopía electrónica de barrido con energías dispersivas de rayos X revela que la calcita es el compuesto principal, con presencia de yeso -especialmente en zonas externas contaminadas- y compuestos silíceos procedentes de la arena. Los resultados sobre las fachadas reflejan una buena compatibilidad entre los morteros de cal y los ladrillos.

  20. Sustainable New Brick and Thermo-Acoustic Insulation Panel from Mineralization of Stranded Driftwood Residues

    Directory of Open Access Journals (Sweden)

    Anna Laura Pisello

    2016-08-01

    Full Text Available There is considerable interest recently in by-products for application in green buildings. These materials are widely used as building envelope insulators or blocks. In this study, an experimental study was conducted to test stranded driftwood residues as raw material for possible thermo-acoustic insulation panel and environmentally sustainable brick. The thermal and acoustic characteristics of such a natural by-product were examined. Part of samples were mineralized by means of cement-based additive to reinforce the material and enhance its durability as well as fire resistance. Several mixtures with different sizes of ground wood chips and different quantities of cement were investigated. The thermo-acoustic in-lab characterization was aimed at investigating the thermal conductivity, thermal diffusivity, volumetric specific heat, and acoustic transmission loss. All samples were tested before and after mineralization. Results from this study indicate that it is possible to use stranded driftwood residues as building materials with competitive thermo-acoustic properties. In fact, the thermal conductivity was shown to be always around 0.07 W/mK in the unbound samples, and around double that value for the mineralized samples, which present a much higher volumetric specific heat (1.6 MJ/m3K and transmission loss capability. The lignin powder showed a sort of intermediate behavior between the unbound and the mineralized samples.

  1. A practical proposal for solving the world's cigarette butt problem: Recycling in fired clay bricks.

    Science.gov (United States)

    Mohajerani, Abbas; Kadir, Aeslina Abdul; Larobina, Luke

    2016-06-01

    The disposal and littering of cigarette butts (CBs) is a serious environmental problem. Trillions of cigarettes are produced every year worldwide, resulting in millions of tonnes of toxic waste being dumped into the environment in the form of cigarette butts. As CBs have poor biodegradability, it can take many years for them to break down. This paper reviews and presents some of the results of a study on the recycling of CBs into fired clay bricks. Bricks with 2.5%, 5%, 7.5%, and 10% CB content by weight were manufactured and tested, and then compared against control clay bricks with 0% CB content. The results showed that the dry density decreased by up to 30% and the compressive strength decreased by 88% in bricks with 10% CBs. The calculated compressive strength of bricks with 1% CBs was determined to be 19.53Mpa. To investigate the effect of mixing time, bricks with 7.5% CB content were manufactured with different mixing times of 5, 10, and 15min. To test the effect of heating time on the properties of CB bricks, the heating rate used during manufacturing was changed to 0.7, 2, 5, and 10°Cmin(-1). Bricks with 0% and 5% CB content were fired with these heating rates. Leachate tests were carried out for bricks with 0%, 2.5%, 5%, and 10% CB content. The emissions released during firing were tested for bricks with 0% and 5% CB content using heating rates of 0.7, 2, 5, and 10°Cmin(-1). The gases tested were carbon monoxide (CO), carbon dioxide (CO2), chlorine (Cl2), nitrogen oxide (NO), and hydrogen cyanide (HCN). Finally, estimations were made for the energy that could be saved by firing bricks incorporating CBs. Calculations showed that up to 58% of the firing energy could potentially be saved. Bricks were shown to be a viable solution for the disposal of CBs. They can reduce contamination caused by cigarette butts and provide a masonry construction material that can be either loadbearing or non-loadbearing, depending on the quantity of CBs incorporated. This

  2. Research on Design of Curtain Wall in Building Movement Joint%论建筑物变形缝位置的幕墙设计

    Institute of Scientific and Technical Information of China (English)

    刘涛

    2014-01-01

    The design of building curtain wal in movement joint is an important part of the modern architecture, which has a profound impact on the shape and the safety of buildings. In this paper, the movement joint of deformation in building cu-rtain wal is briefly introduced, and the importance and pri-nciples of design of building curtain wal in movement joint is analyzed.%建筑物变形缝位置的幕墙设计是现代建筑中的重要组成部分,对于建筑物的外形和安全性有着深远的影响。本文主要对建筑物的变形缝进行简单概述,并对变形缝位置幕墙设计的重要性及原则进行分析。

  3. New age estimations for the western outer city wall of ancient Tayma (NW Saudi Arabia) based on OSL and radiocarbon data and geomorphologic evidence

    Science.gov (United States)

    Engel, M.; Klasen, N.; Brückner, H.; Eichmann, R.; Hausleiter, A.; Al-Najem, M. H.; Al-Said, S. F.; Schneider, P. I.

    2009-04-01

    Since 2004 tremendous progress has been achieved in deciphering the cultural genesis of the Tayma oasis (NW Saudi Arabia), due to the joint investigations of the German Archaeological Institute Berlin (DAI), the General Commission for Tourism and Antiquities, Kingdom of Saudi Arabia, and the Department of Archaeology and Epigraphy, King Saud University Riyadh. Nevertheless, archaeological research is still suffering from a lacking locally-based absolute chronology of buildings. The pattern of ancient constructions at Tayma is dominated by a prominent city wall system surrounding the ancient town center (Qraya) and stretching 15 km around the oasis. Its internal structure indicates several building periods, i.e. phases of wall modification or extension of the entire system. So far, according to silex and carnelian fragments included in the mud bricks and a previous 14C age of charcoal remains from the central excavation district (wall section at Area A), an initial construction date of the wall between the late 3rd and the early 2nd millennium BC seemed likely. At the excavated western outer city wall a new systematic dating approach - combining the optically stimulated luminescence (OSL) and 14C methods - has been applied to generate a reliable age for the oldest branch of the wall system which nowadays is covered by aeolian sand. The dune deposit is genetically related to the existence of the wall and, therefore, dating its accumulation provides termini ante quem for the construction of the wall. Five OSL dates were generated from the dune deposit providing ages between 4,900 and 3,500 yrs. Two radiocarbon ages support the dating sequence and also contribute to its consistency. By combining the results with geomorphologic evidence we draw the following conclusions: Initial settlement activities at Qraya were accompanied by a regulation of wadi dynamics and the construction of the outer city wall, indicated by the abrupt boundary between the pre-settlement alluvial

  4. Fingermark recovery from riot debris: Bricks and stones.

    Science.gov (United States)

    Davis, Lisa; Fisher, Ruth

    2015-03-01

    During the UK riots in August 2011, large volumes of bricks and stones were used as weapons or projectiles in acts of violence or to gain illegal entry to properties. As a result, it has been emphasised that it is necessary to determine suitable chemical treatment(s) that will enable the development of fingermarks on such items in order to identify those involved. This study has undertaken the task of attempting to develop latent fingermarks on common house bricks, limestone and sandstone using current techniques including ninhydrin and fluorescence. Results produced have shown that, with fluorescent fingerprint powder, silver nitrate and superglue providing the best results, it is now possible to enhance fingermarks that were previously left undeveloped. In addition, Isomark T-1 Rapid Grey High Resolution Forensic Impression Material has proved extremely effective as an alternative method of recovering fingermarks developed with fluorescent fingerprint powder.

  5. OSL studies of local bricks for retrospective dosimetric application

    Science.gov (United States)

    Singh, A. K.; Menon, S. N.; Kadam, S. Y.; Koul, D. K.; Datta, D.

    2016-09-01

    Luminescence properties of quartz extracted from bricks has been reported worldwide for its use in dose estimation in case of nuclear or radiological accident. Accordingly, in this study the feasibility of utilizing the optically stimulated luminescence (OSL) emission of quartz extracted from red bricks collected from three different locations in and around Mumbai, India for retrospective dosimetry was explored. Thermoluminescence and OSL characterization of the samples were carried out. The growth curve, thermal stability and equivalent dose plateau of the OSL signal suggested the signals to be well behaving. Subsequently, the dose recovery tests carried for different administered doses, using single aliquot regenerative protocol, demonstrated the feasibility of the OSL emissions of these samples for dose evaluation in retrospective dosimetry.

  6. Diffusion and electromigration in clay bricks influenced by differences in the pore system resulting from firing

    DEFF Research Database (Denmark)

    Rörig-Dalgaard, Inge; Ottosen, Lisbeth M.; Hansen, Kurt Kielsgaard

    2012-01-01

    subdivided into three groups: bright, medium and dark colored bricks. The increasing color intensity is most probably caused by increasing firing temperatures.These three groups of bricks were investigated for saturation coefficient, open porosity, dry density and water absorption coefficient which revealed...... significant differences were encountered. The pore system was studied by using thin sections which demonstrated a change from relatively many fine pores to fewer wide pores with increasing brick firing temperatures. An additional significant difference in the pore system of each brick was found to be related...... to the distance to the surface.The influence of the pore system on ion transport through the water saturated pore system of the bricks was supported by measurements for calculation of the electrical resistance and an increasing resistance was found for increasing brick firing temperatures. The effective diffusion...

  7. Thermoluminescence and optically stimulated luminescence dating of bricks from the Thung Tuk archaeological site, Southern Thailand

    Directory of Open Access Journals (Sweden)

    Santi Pailoplee

    2016-12-01

    Full Text Available Thermoluminescence (TL and optically stimulated luminescence (OSL based dating were applied to ancient fired bricks to derive the chronology of the Thung Tuk archaeological site (TT, southern Thailand. In order to test the feasibility of brick dating, the inside and outside portions of the brick mass were dated separately. From the obtained results, the outside portion of the brick mass was found to be more suitable for luminescence dating than the inside portion since the inside might be incompletely fired during the production process. Among the brick ages obtained using the outside portion, both the TL and OSL (with a minimum model analyses were all in agreement with the known ages of the TT, except for one sample that appeared to be much younger. This likely represents a subsequent renovation brick. Thus, the assessment of renovation and other imports into sites should be carefully considered in future luminescence dating.

  8. Properties, Performance and Quality Control of Recycled MgO-C Bricks

    Institute of Scientific and Technical Information of China (English)

    TIAN Shouxin; YAO Jinfu; WANG Jing; YU Xingguo; YU Lingyan

    2008-01-01

    Properties, section structure and service results of recycled MgO-C bricks and new MgO-C bricks for la-dle slag line of Baosteel were analyzed and compared, and the measures of improving stability and quality of recycled MgO-C bricks were summarized. The results show that: ( 1 ) High quality recycled MgO - C materi-als can be produced by scientific, meticulous and strict management for every process such as dismantling fur-nace, selection, removing impurity and slag, stacking and homogenization; (2) Using high quality recycled materials and reasonable production technique, recycled MgO-C bricks with better properties and service efficien-cy than those of new MgO - C brick can be produced; (3) Service efficiency of recycled MgO-C bricks is good because of its high density, good oxidation resist-ance and reasonable structure.

  9. Bricks and urbanism in the Indus Valley rise and decline

    CERN Document Server

    Khan, Aurangzeb

    2013-01-01

    The Indus Valley Culture (IVC), often denoted by its major city Harappa, spanned almost two millennia from 3200 to 1300 BC. Its tradition reaches back to 7000 BC: a 4000 year long expansion of villages and towns, of trading activity, and of technological advancements culminates between 2600 and 1900 BC in the built-up of large brick-built cities, writing, and political authority; the IVC emerges as one of the first great civilizations in history. During the ensuing 600 years, however, key technologies fall out of use, urban centers are depopulated, and people leave the former core areas of the IVC; although many different hypotheses have been put forward, a conclusive causal chain for this decline has not yet been established. We here combine literature estimates on brick typology, and on urban area for individual cities; in the context of the existing extensive data on Harappan artifact find sites and put in their chronological order, the combined narratives told by bricks, cities, and extent, can provide a ...

  10. Volumetric radioassay of lead bricks being considered for unrestricted release

    Energy Technology Data Exchange (ETDEWEB)

    Gehrke, R.J.; Losinski, S.J.; Seal, G.L.

    1995-01-01

    The hardware, software, and a protocol have been developed for the screening of lead bricks for free release or recycle from the Idaho National Engineering Laboratory. The procedure for measuring the background from a sampling of ``clean`` lead bricks and for deducing the decision limits (in pCi/g) have been developed. At the decision limit, a radioactive lead brick would be detected with 95% confidence if it were present. The total and peak efficiencies of a 2.54-cm diameter {times} 2.54-cm high NaI(Tl) scintillation detector for the counting geometry of the present study were measured with a mixed radionuclide standard and calculated with a Monte Carlo program, CYLTRAN. The deduced decision limit for the counting conditions of the present study were 0.0588 pCi/g by analyzing the entire spectrum and 0.256 pCi/g by analyzing the 661-keV peak region for a 900-second count.

  11. Effect of Reduction Atmosphere on Properties of High Chrome Bricks

    Institute of Scientific and Technical Information of China (English)

    YIN Hongji; WANG Jinxiang; SHI Pengkun

    2010-01-01

    The high chrome bricks specimens were prepared by firing at 1 350,1 450 and 1 550 ℃ in carbon embedded condition and at 1 700 ℃ in air,respectively.Effects of firing atmospheres(carbon embedded and air)on bulk density,apparent porosity,cold crushing strength,and slag penetration resistance of high chrome bricks were researched in order to improve physical properties and corrosion resistance of high chrome bricks and to prolong the service life in slagging coal gasifier.The results show that with temperature rising,the apparent porosity of specimens decreases and the bulk density increases; the cold crushing strength of the specimens carbon embedded fired at 1 450 ℃ is the highest,reaching214 MPa ; carbon embedded condition is beneficial to reducing the sintering temperature and improving the microstructure; the specimens carbon embedded fired at1 450 ℃ perform better slag penetration resistance than the specimens fired at 1 700 ℃ in air.

  12. Prevalence of Brick Tea-Type Fluorosis in the Tibet Autonomous Region

    Science.gov (United States)

    Fan, Zhipeng; Gao, Yanhui; Wang, Wei; Gong, Hongqiang; Guo, Min; Zhao, Shengcheng; Liu, Xuehui; Yu, Bing; Sun, Dianjun

    2016-01-01

    Background The prevalence of brick tea-type fluorosis is high in Tibet because of the habit of drinking brick tea in this region. Brick tea-type fluorosis has become an urgent public health problem in China. Methods A cross-sectional survey was conducted to investigate prevalence of brick tea-type fluorosis in all districts of Tibet using a stratified cluster sampling method. Dental fluorosis in children aged 8–12 years and clinical skeletal fluorosis in adults were diagnosed according to the national criteria. A total of 423 children and 1320 adults participated in the study. Samples of drinking water, brick tea, brick tea infusion (or buttered tea), and urine were collected and measured for fluoride concentrations by the fluoride ion selective electrode method. Results The fluoride level in all but one of the brick tea samples was above the national standard. The average daily fluoride intake from drinking brick tea in all seven districts in Tibet was much higher than the national standard. The prevalence of dental fluorosis was 33.57%, and the prevalence of clinical skeletal fluorosis was 46.06%. The average daily fluoride intake from drinking brick tea (r = 0.292, P < 0.05), urine fluoride concentrations in children (r = 0.134, P < 0.05), urine fluoride concentrations in adults (r = 0.162, P < 0.05), and altitude (r = 0.276, P < 0.05) were positively correlated with the prevalence of brick tea-type fluorosis. Herdsmen had the highest fluoride exposure and the most severe skeletal fluorosis. Conclusions Brick tea-type fluorosis in Tibet is more serious than in other parts of China. The altitude and occupational factors are important risk factors for brick tea-type fluorosis. PMID:26499132

  13. A study on sintering of ceramic bricks made from waste coal

    Science.gov (United States)

    Stolboushkin, A. Yu; Ivanov, A. I.; Syromyasov, V. A.; Fomina, O. A.

    2016-10-01

    The results of the study on phase transformations and structure formation during firing of bricks made from wastes of coaly argillite processing. The effect of firing temperature on the processes of mineral formation and changes in the quantitative content of amorphous phase and brick porosity was defined. It was found that at 950-1050 °C the sintering takes place providing a solid brick structure.

  14. Development and Application of High-Performance Magnesia-Chrome Bricks for RH Degasser

    Institute of Scientific and Technical Information of China (English)

    ZHAO Huimin; BI Yubao; LIU Xiongzhang; CHU Xuetian

    2002-01-01

    The paper analyses the wear mechanism of magnesiachrome bricks for snorkel of RH degasser. High-performance magnesia-chrome bricks with good resistance to molten slag and infiltration resistance have been manufactured by means of reasonable fabricating technology. The application results of the developed magnesia-chrome bricks at 300t RH degasser of Baosteel indicate that the lining life has been increased up to 150 heats.

  15. Evaluation of the Properties of Bituminous Concrete Prepared from Brick-Stone Mix Aggregate

    OpenAIRE

    Dipankar Sarkar; Manish Pal; Sarkar, Ashoke K.; Umesh Mishra

    2016-01-01

    The paper describes an investigation into mechanical properties of brick-stone bituminous concrete mix. The effect of brick-stone mix on various mechanical properties of the bituminous concrete such as Marshall stability, flow, Marshall Quotient (stability to flow ratio), Indirect Tensile Strength, stripping, rutting, and fatigue life of bituminous concrete overlay has been evaluated. In this study over-burnt brick aggregate (OBBA) and stone aggregate (SA) have been mixed in different ratios ...

  16. Prevalence of Brick Tea-Type Fluorosis in the Tibet Autonomous Region

    Directory of Open Access Journals (Sweden)

    Zhipeng Fan

    2016-02-01

    Full Text Available Background: The prevalence of brick tea-type fluorosis is high in Tibet because of the habit of drinking brick tea in this region. Brick tea-type fluorosis has become an urgent public health problem in China. Methods: A cross-sectional survey was conducted to investigate prevalence of brick tea-type fluorosis in all districts of Tibet using a stratified cluster sampling method. Dental fluorosis in children aged 8–12 years and clinical skeletal fluorosis in adults were diagnosed according to the national criteria. A total of 423 children and 1320 adults participated in the study. Samples of drinking water, brick tea, brick tea infusion (or buttered tea, and urine were collected and measured for fluoride concentrations by the fluoride ion selective electrode method. Results: The fluoride level in all but one of the brick tea samples was above the national standard. The average daily fluoride intake from drinking brick tea in all seven districts in Tibet was much higher than the national standard. The prevalence of dental fluorosis was 33.57%, and the prevalence of clinical skeletal fluorosis was 46.06%. The average daily fluoride intake from drinking brick tea (r = 0.292, P < 0.05, urine fluoride concentrations in children (r = 0.134, P < 0.05, urine fluoride concentrations in adults (r = 0.162, P < 0.05, and altitude (r = 0.276, P < 0.05 were positively correlated with the prevalence of brick tea-type fluorosis. Herdsmen had the highest fluoride exposure and the most severe skeletal fluorosis. Conclusions: Brick tea-type fluorosis in Tibet is more serious than in other parts of China. The altitude and occupational factors are important risk factors for brick tea-type fluorosis.

  17. 玉树7.1级地震学校建筑震害分析%Seismic damage analysis of school buildings in Yushu Ms 7.1 earthquake

    Institute of Scientific and Technical Information of China (English)

    李巨文; 薄景山; 卢滔; 蔡晓光; 张建毅; 张宇东

    2013-01-01

    Yushu Ms7. 1 earthquake occurred on April 14, 2010 in Qinghai Province. A large number of school buildings were severely damaged or collapsed. Damage index and the failure mechanism analysis of different category of building structures were carried out through field investigation. The results show that the structure damage index from low to high in order is concrete frame structure, solid brick masonry structure , brick-wood structure, hollow brick-masonry structure and earth-wood structure. The design of concrete frame structure should be in accordance with the seismic concept of strong column and weak beam strictly, and the connection between infill walls and frame columns should be strengthened. For the solid brick and hollow brick masonry structure, we should set constructional column, ring beam, tie bar between prefabricated floors and tie bar between walls to enhance the anti-collapse ability of the structure. In addition, sufficient reinforcement is necessary in the block cavity of hollow brick to improve the strength of mortar. The brick-wood structure and earth-wood structure must be improved on the material and construction measure. The new structure systems suitable for the locality need to be studied to improve the seismic performance of the structure.%2010年4月14日青海省玉树县发生了Ms7.1级地震,造成了大量学校建筑的严重破坏甚至倒塌.通过对玉树地震学校建筑震害的调研,进行了不同类别建筑结构震害指数与破坏机理的研究.研究结果表明,震害指数由低到高的结构依次为混凝土框架结构、实心砖混结构、砖木结构、空心砖混结构和土木结构.混凝土框架结构要严格按照强柱弱梁的抗震概念进行设计,加强填充墙与框架柱的连接;实心砖混结构、空心砖混结构应设置构造柱、圈梁、预制楼板拉结筋,增强房屋抗倒塌能力;空心砖混结构还要在砌块内腔配置足量的钢筋,提高砂浆强度;土木

  18. Evaluation of Two CEDA Weatherization Pilot Implementations of an Exterior Insulation and Over-Clad Retrofit Strategy for Residential Masonry Buildings in Chicago

    Energy Technology Data Exchange (ETDEWEB)

    Neuhauser, Ken [Building Science Corporation, Somerville, MA (United States)

    2013-08-01

    This project examines the implementation of an exterior insulation and over-clad strategy for brick masonry buildings in Chicago—a free-standing two story two-family dwelling and a larger free-standing multifamily building. The test homes selected for this research represent predominant housing types for the Chicago area, in which high heating energy use typical in these buildings threaten housing affordability, and uninsulated mass masonry wall assemblies are uncomfortable for residents. In this project, the Community and Economic Development Association of Cook County, Inc. (CEDA) has secured a Sustainable Energy Resources for Consumers (SERC) innovation grant sponsored by DOE to pursue a pilot implementation of innovative approaches to retrofit in masonry wall enclosures. The retrofit measures are evaluated in terms of feasibility, cost and performance. Through observations of the strategies implemented, the research described in this report identifies measures critical to performance as well as conditions for wider adoption. The research also identifies common factors that must be considered in determining whether the exterior insulation and over-clad strategy is appropriate for the building.

  19. Prevention and curing of efflorescences in the restoration of bricks construction

    Directory of Open Access Journals (Sweden)

    Rincón, J. Ma.

    2001-03-01

    Full Text Available After description of basic principles of efflorescent effect in bricks in a former published paper, where the classification and examples of efflorescences were given, here are shown the methods for prevention and techniques for curing of this pathology. Some comments about Standards are included as well as very briefly the effect of gases in dryers and furnaces of efflorescences in clay products. The knowledgement of methods for prevention and curing of this pathology are very useful not only in the cleaning of modern fabrics made of bricks, but also in the Restoration of ancient buildings.

    Después de exponer en un artículo anterior los principios básicos de la formación del efecto eflorescente en ladrillos de construcción y definir su clasificación apoyada en algunos ejemplos, se señalan ahora los métodos para su prevención y las técnicas para su eliminación una vez aparecida esta patología. Se incluyen además algunos comentarios sobre las Normas para determinación de eflorescencias y también, de una manera muy concisa, el efecto que los gases de secaderos y hornos pueden tener en la formación de este defecto. Los métodos y técnicas de prevención y curado de eflorescencias tienen gran interés no sólo en el caso de fábricas de ladrillo modernas, sino en la restauración de fachadas de antiguos edificios.

  20. STUDY ON FIRE RESISTANCE PERFORMANCE OF SEVERAL BUILDING' S EXTERIOR WALL INSULATION MATERIALS%几种建筑外墙保温材料的抗火性能分析

    Institute of Scientific and Technical Information of China (English)

    姚家伟; 侯兆铭; 姚亦舒

    2012-01-01

    在建筑节能外围护结构的保温隔热中,外墙体的保温隔热对建筑节能的影响最大.目前建筑外墙保温材料和保温技术需要具有优异的保温效果、杰出的耐燃性能、成熟的保温配套系统、便捷的施工方法、绿色环保和经济可行的材料.文中对几种传统的外墙保温材料和外墙保温新材料的性能进行了对比分析,从而推荐出保温与防火性能好的外墙保温材料,满足建筑工程需要.%In the external structure' s insulation, the outer wall insulation has the greatest impact on building energy efficiency. Currently building's exterior wall materials and insulation technology requires a superior insulation effect, outstanding fireproof performance, sophisticated insulation matching system, convenient construction methods, green and economically viable materials. In this paper, comparative a-nalysis has been carried on among several traditional insulation materials and new materials, which recommended a good thermal insulation and fireproof performance of exterior insulation materials to meet the construction needs.

  1. Nature and origin of white efflorescence on bricks, artificial stones, and joint mortars of modern houses evaluated by portable Raman spectroscopy and laboratory analyses.

    Science.gov (United States)

    Morillas, Héctor; Maguregui, Maite; Trebolazabala, Josu; Madariaga, Juan Manuel

    2015-02-01

    Bricks and mortar currently constitute one of the most important building materials used in the construction of most modern facades. The deterioration of these materials is caused primarily by the impact of numerous external stressors, while poor manufacturing quality, particularly of mortars, can also contribute to this process. In this work, the non-invasive Raman spectroscopy technique was used to identify the recently formed deterioration compounds (primarily sulfates and nitrates) in bricks, artificial stones, and joint mortars from detached houses in the Bilbao metropolitan area (Basque Country, North of Spain), as well as to investigate the deterioration processes taking place in these materials. Additionally, to confirm and in some cases complement the results obtained with Raman spectroscopy, SEM-EDS and XRD measurements were also carried out.

  2. APPLICATION OF WATER INJECTION PROCESS IN BUILDING UP WATER PROOF WALL IN FLOOD PREVENTION AND CONTROL PROJECT%射水法造墙工艺在武钢防汛工程中的应用

    Institute of Scientific and Technical Information of China (English)

    史铁平

    2001-01-01

    It is the first time that WISCO applies the water injectionprocess in building the continuous underground water proof wall. The new process is simple and of high efficiency and needs less investment in the construction and highly effective in flood prevention and control. On-site check and examination on the excavated sections indicate that the whole work conforms to the design requirements and radar and reflection tests show that both the wall proper and wall joints are in keeping with the design requirements, thus worthwhile popularizing.%射水法成孔建造地下连续墙在武钢还是第一次应用,射水法成孔造墙施工简便,功效高,投资少,防汛效果好,经现场开挖断面的检查,全部达到设计要求,并经雷达和反射波测试,墙身及连接缝均达到设计要求,值得推广和应用。

  3. Studying on the Heat Transfer Performance of New Wall Materials in Hot Summer and Cold Winter Zone%夏热冬冷地区新型墙体材料传热性能研究

    Institute of Scientific and Technical Information of China (English)

    李尚梅; 傅俊萍; 杨伟军; 谢武刚

    2011-01-01

    In this paper, a theoretical analysis is carried out on the thermal insulation of wall material, according to a rule in design standard for energy efficiency in hot summer and cold winter zone, conducting a thermal insulation property checking calculation for four kinds of wall materials: new wall materials of autoclaved aerated concrete block and normal concrete small-sized hollow block, traditional wall materials of common clay brick and experimental wall material of hollow plaster slab. Also through testing on insulation on single hollow plaster slab in cold winter, a conclusion has been drawn that thermal performance of building envelope is related to the difference of indoor and outdoor relative humidity in hot summer and cold winter zone.%根据夏热冬冷地区国家节能标准规范验算了新型墙体材料蒸压加气混凝土砌块及普通混凝土小型空心砌块墙体、传统的红色粘土砖墙体以及实验所用的石膏空心砌块墙体的保温隔热性能。并通过对石膏空心砌块墙体材料进行冬季保温测试,得出夏热冬冷地区围护结构热工性能与室内外相对湿度差值有关。

  4. Clay-Brick Firing in a High-Temperature Solar Furnace

    OpenAIRE

    Villeda-Muñoz G.; Castañeda-Miranda A.; Pless R.C.; Vega-Durán J.T.; Pineda-Piñón J.

    2011-01-01

    The firing process for clay-brick production in traditional kilns generates atmospheric pollution when industrial and domestic scrap is used as fuel. An alternative is presented here, using the solar energy for clay-brick fi ring. We are developing a system for clay-brick fi ring to reach temperatures between 900°C and 1050°C, these temperatures are suffi ciently high to fi re bricks or similar ceramic products. The present paper describes the design and characterization of the components of ...

  5. Corrosion Mechanism of MgO-CaO Brick for AOD Furnace

    Institute of Scientific and Technical Information of China (English)

    WANG Jiandong; GE Changchun; SHEN Weiping

    2006-01-01

    Residual MgO-CaO brick after being used in AOD furnace was determined by OM, SEM and EDAX. Corrosion mechanism of MgO-CaO brick as furnace lining was studied. Results show that: The corrosion of MgOCaO brick is mainly attributed to the solution and infiltration of silicate liquid phase. Transverse cracks between reacted zone and original zone are parallel to the working face, which is an important factor for deteriorating the corrosion of MgO-CaO bricks.

  6. Dredged sediments as a resource for brick production: Possibilities and barriers from a consumers’ perspective

    Energy Technology Data Exchange (ETDEWEB)

    Cappuyns, Valérie, E-mail: valerie.cappuyns@kuleuven.be; Deweirt, Valentine; Rousseau, Sandra

    2015-04-15

    Highlights: • Consumers are suspicious towards bricks produced from dredged sediments. • Technical quality, safety and environmental impacts are considered key characteristics. • Public has insufficient knowledge on bricks produced from dredged sediments. • Sensitization and provision of information to customers are of primary importance. - Abstract: A possible solution for the oversupply of dredged sediments is their use as a raw material in brick production. Despite the fact that several examples (e.g., Agostini et al., 2007; Hamer and Karius, 2002; Xu et al., 2014) show that this application is feasible, some economic, technical and social limitations interfere with the development of a market of dredged materials in brick production in Flanders. While we describe the main characteristics of the supply side, we focus on the limitations and barriers from the demand side in the present study. Based on a consumers survey we analyze consumers’ risk perceptions and attitudes towards bricks produced from dredged sediments. Consumers in Flanders are rather suspicious with respect to bricks produced from dredged sediments and their risk perception is mainly determined by the possibility of a bad bargain (brick of inferior quality) and the connotation with chemical contamination. The willingness to pay for bricks made from dredged sediments is mainly influenced by the age of the respondents, as well environmental awareness, and the respondents’ belief in their ability to influence environmental problems. Sensitization and information of customers seems to be of primary importance to make dredged-sediment-derived bricks a successful product.

  7. The technical research on the huge glazed brick from the relic of Nanyue Kingdom Palace

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    'Qin brick and Han tile' has a great worldwide reputation in the architectural history of China. According to the former archaeological materials, the big hollow brick is usually one meter long and thirty to forty centimeters wide, while the solid brick is generally much smaller. But in 1995, large scale vestiges and structures were unearthed at the center of Guangzhou's old district, from the relic of Nanyue Kingdom Palace, which was built some 2000 years ago during the Western-Han Dynasty, A great number of earthen structural members were discovered, especially the solid glazed bricks in various beautiful patterns with an astonishing thickness and size. Some of them are one meter square, more than 20 centimeters thick, and weight half a ton, which are named ‘Brick No.1 in the world' by excavators. People have shown great interest in how to make these huge glazed bricks at the ancient technical conditions, because it is very difficult to manufacture such huge bricks even with the modern technology. At the request of Guangdong Nanyue Kingdom Palace Museum, Shanghai Institute of Ceramics carried out systematical measurements and analysis on these bricks and studied the physical and chemical forming mechanisms from their chemical compositions, structure, and physical characteristics. Here the technical characteristics of the bricks are also discussed.

  8. The technical research on the huge glazed brick from the relic of Nanyue Kingdom Palace

    Institute of Scientific and Technical Information of China (English)

    2008-01-01

    ‘Qin brick and Han tile’ has a great worldwide reputation in the architectural history of China. According to the former archaeological materials, the big hollow brick is usually one meter long and thirty to forty centimeters wide, while the solid brick is generally much smaller. But in 1995, large scale vestiges and structures were un- earthed at the center of Guangzhou’s old district, from the relic of Nanyue Kingdom Palace, which was built some 2000 years ago during the Western-Han Dynasty. A great number of earthen structural members were discovered, especially the solid glazed bricks in various beautiful patterns with an astonishing thickness and size. Some of them are one meter square, more than 20 centimeters thick, and weight half a ton, which are named ‘Brick No.1 in the world’ by excavators. People have shown great interest in how to make these huge glazed bricks at the ancient tech- nical conditions, because it is very difficult to manufacture such huge bricks even with the modern technology. At the request of Guangdong Nanyue Kingdom Palace Museum, Shanghai Institute of Ceramics carried out systematical measurements and analysis on these bricks and studied the physical and chemical forming mechanisms from their chemical compositions, structure, and physical character- istics. Here the technical characteristics of the bricks are also discussed.

  9. Investigating the Utility of Iron Ore Waste in Preparing Non-fired Bricks

    Science.gov (United States)

    Lamani, Shreekant R.; Mangalpady, Aruna; Vardhan, Harsha

    2016-10-01

    Iron ore waste is a major problem for mine owners due to the difficulty involved in its storage, handling and other environmental related issues. An alternative solution to this is utilisation of iron ore waste (IOW) as some value added product in construction industry. An attempt has been made in this paper in examining the possibility of making non-fired bricks from iron ore waste with some additives like cement and fly-ash. Each of the additives were mixed with IOW in different ratios and different sets of bricks were prepared. The prepared IOW bricks were cured for 7, 14, 21 and 28 days and their respective compressive strength and percentage of water absorption were determined. The results show that IOW bricks prepared with 9% and above cement and with 28 days of curing are suitable for brick making and meet the IS specifications. It was also observed that the weight of the prepared bricks with 9% cement with 28 days of curing varies between 2.35 and 2.45 kg whereas the weight of compressed fire clay bricks varies from 2.80 to 2.89 kg. Results also show that the cost of bricks prepared with cement ranging from 9 to 20% is comparable to that of commercially available compressed bricks.

  10. Silica Refractory Bricks for Glass Melting Furnace YB/T 147-1998

    Institute of Scientific and Technical Information of China (English)

    2007-01-01

    @@ 1 Scope This standard specifies the classification, technical requirements, test method, inspection rules, marking, packing, transportation, storage and quality certification of silica refractory bricks for glass melting furnaces.

  11. Bauxite Based Refractory Bricks for Hot Blast Stove YB/T 5016-2000

    Institute of Scientific and Technical Information of China (English)

    Wang Jing; Chai Junlan

    2008-01-01

    @@ 1Scope This standard specifies the technical requirements, test method, inspection rules, packing, marking, transportation, storage and quality certificate of bauxite based refractory bricks for hot blast stove.

  12. Operation UPSHOT-KNOTHOLE, Nevada Proving Grounds, March-June 1953. Project 3.5 Tests on the Response of Wall and Roof Panels and the Transmission of Load to Supporting Structure

    Science.gov (United States)

    1955-05-01

    106 6.2 Walls . o. . .. . . . . ............ a 107 6.2.1 Masonry Wall .. .. ...... .. . . . 107 6.2.1.1 Arching Action Theory of Masonry Wall...discussed in connection with the Arching Action theory of masonry walls in Chapter 6. In any event, the relatively high frequency response of the brick...data become available. 6.2.1.1 Arching Action Theory of Masonry Wall Behavior If one were given the task of computing the failure load for the 8 in

  13. Moisture Research - Optimizing Wall Assemblies

    Energy Technology Data Exchange (ETDEWEB)

    Arena, L.; Mantha, P.

    2013-05-01

    The Consortium for Advanced Residential Buildings (CARB) evaluated several different configurations of wall assemblies to determine the accuracy of moisture modeling and make recommendations to ensure durable, efficient assemblies. WUFI and THERM were used to model the hygrothermal and heat transfer characteristics of these walls.

  14. Analysis of the Building Energy-saving Design of Glass Curtain Wall%建筑玻璃幕墙的节能设计浅析

    Institute of Scientific and Technical Information of China (English)

    程忆加; 王建国

    2014-01-01

    Glass curtain wal has been widely used in building envelope structure because of its beautiful, lucency, grand and other characteristics, which is one of the more common forms of building facades. This article elaborates the principles of bu-ilding glass curtain wal energy-saving design, and combines with instances to analysis the energy-saving design technology of glass curtain wal .%玻璃幕墙因其美观、通透、宏伟等特点,被广泛应用于建筑外围护结构之中,是一种比较常见的建筑立面形式。本文阐述了建筑玻璃幕墙节能设计应遵循的原则,并结合实例分析了玻璃幕墙的节能设计技术。

  15. Fire protection design of deluge system installing on exterior walls of high-rise building%高层建筑外墙增设雨淋系统防火设计

    Institute of Scientific and Technical Information of China (English)

    付邦举; 赵刚; 院琛

    2011-01-01

    通过对建筑外墙保温材料的火灾危险、防火措施进行分析,提出在建筑外墙增设雨淋系统以达到灭火控火作用的建议.对雨淋管道的布置位能、系统设置形式、设计参数、控制方式进行探讨.以某33层办公楼为例介绍外墙保护雨淋系统.管道布置方式为与室内消火栓系统合用,不用增加消防水池容积.不建议与自动喷水灭火系统合用.外墙雨淋系统若自动控制未能及时动作应可手动启动.%The suggestion that install deluge system on exteriorbuilding walls in order to control or extinguish fire was put forward through analyzing fire hazard and fire prevention measures of exterior wall materials. The pipeline position,system settings form, design parameters and control modes of deluge system were discussed. Deluge system on exterior walls with an example of a 33 layer office building was introduced. Piping layout mode was suggested to be combined with the indoor hydrant system, not automatic sprinkler system, without increasing the fire water volume. Deluge system on exterior walls should be started manually if the automatic control action delays.

  16. Economical Thermal Insulation Thickness on External Wall of Teaching Building in a University in Tianjin%天津地区某高校教学楼外墙保温层经济性厚度研究

    Institute of Scientific and Technical Information of China (English)

    周淑玲; 高辉

    2014-01-01

    以天津地区某高校教学楼为例,用Designbuilder7.2模拟分析其建筑外墙采用XPS挤塑聚苯板为保温层时的制冷及采暖的耗能量,分析保温层厚度与建筑能耗之间的变化关系;再基于生命周期成本分析法原理,建立材料费用、能耗费用以及保温层厚度之间的数学模型,得出该高校教学楼外墙保温层的经济性厚度,对保温层厚度计算方法的研究及寒冷地区外墙保温层的经济性厚度的选择均具有一定的意义。%Taking a university in Tianjin as an example, the cooling and heating energy consumption of building with external wall taking XPS as insulation layer is simulated with Designbuilder7.2 to study the relationship between thermal insulation thickness and energy consumption, to conclude the economical thickness of thermal insulation on external wall. The economical thermal insulation thickness on external wall is concluded by establishing mathematical model of material cost, energy cost and insulation thickness. The calculation for thermal insulation thickness and the selection of economical thermal insulation thick-ness on external wall in cold area are expounded.

  17. On the suitability of refractory bricks from a mediaeval brass melting and working site near Dinant (Belgium) as geomagnetic field recorders

    Science.gov (United States)

    Hus, J.; Geeraerts, R.; Plumier, J.

    2004-11-01

    Directional field archaeomagnetic data from two oval shaped kilns, of which still one was lined with refractory bricks, unearthed in a brass melting and working site in Bouvignes-sur-Meuse in Belgium, confirm the archaeologic dating as 14-15th century A.D. for the main site activities. The archaeomagnetic dates, obtained using reference secular variation curves of the geomagnetic field direction for France and Great Britain, lead to better time constraints for the cessation of kiln operations. Refractory bricks (firebricks) that are used for their chemical and thermal properties, and in particular for their resistance to high temperatures and temperature changes, are not unusual in metal melting and working sites. The firebricks from the examined site are coarse-grained and very porous inside but possess a very stable remanent magnetisation and revealed to be suitable magnetic field recorders. Although the firebricks have a single-component remanent magnetization, non-random deviations in remanence direction in function of the relative azimuth from the centre of the kiln or with the position of the bricks in the kiln wall, were observed. Several hypotheses for the origin of the deviations were considered: anisotropy, refraction, magnetic interaction, magnetic field distortion and the presence of a local disturbing magnetic source.

  18. 房屋建筑工程外墙保温施工技术%The Exterior Wall Thermal Insulation Construction Technology of Building Engineering

    Institute of Scientific and Technical Information of China (English)

    2013-01-01

    In today's society, energy has been reduced, energy saving and environmental protection is the trend of social dev-elopment, in the construction industry, the topic of energy-sa-ving has gradual y become an important development direction of the construction industry to be studied. We usual y say the building energy saving is mainly using low-temperature floor heat, energy-saving doors and windows, building wal s with thermal design, enhancing thermal function for the exterior wal s of the building wil be bet er able to promote the goal of building energy saving.%  当今社会能源日益减少,节能环保是社会的发展趋势,在建筑行业中,节能这一课题也在逐渐成为建筑行业的一个重要发展方向被加以研究。我们通常所说的建筑节能主要有采用低温型地板进行聚热、节能型门窗、房屋外墙运用保暖型设计等,如能对建筑外墙的保暖作用进行强化,则将更能促进建筑节能这一目标的完成。

  19. Plane Geometry: From the Floor Plan of a House to the Quantity of Bricks

    Directory of Open Access Journals (Sweden)

    Cassiano Scott Puhl

    2014-12-01

    Full Text Available This work reports the application of a potentially meaningful teaching strategy for plane geometry which was applied in high school as an activity of identifying and reconstructing students’ previous knowledge on spatial geometry. The proposal aims to promote the meaningful learning, encourage students as active and more autonomous subjects and show the importance of studying this content. The study began with reading a story about the fire of Kiss Nightclub, where overcrowding was cited as one of the causes. To understand the mathematical sense of overcrowding, the students built the 1 m² and simulated the situation of the club on the night of the tragedy. Further, taking advantage of the interest and involvement of students, they were challenged to build the floor plan of a house. For this, chosen and measured bricks and ceramic would use in building the house. Finally, in joint work, all critically analyzed the work of the groups, plans and models, making a comparison between the various projects. The evaluation of this experience was very positive, because the students were motivated, learning together, and realizing the significance and meaning of the study of areas of plane figures.

  20. Large Eddy Simulation of Turbulence Modeling for wind Flow past Wall Mounted Cubical Building Using Smagorinsky Scheme and validation using Artificial Neural Network for Time Series Data

    OpenAIRE

    Bibhab Kumar Lodh; Ajoy K Das

    2015-01-01

    This paper will present the large eddy simulation of turbulence modeling for wind flow over a wall mounted 3D cubical model. The LES Smagorinsky scheme is employed for the numerical simulation. The domain for this study is of the size of 60 cm x 30 cm x 30 cm. The 3D cube model is taken of the size of 6 cm x 6 cm x 4 cm. The Reynolds number for the flow in respect of the height of the cube i.e, 4 cm is 5.3x104 . The hexahedral grids are used for the meshing of the flow domain. ...