Relevant bibliographies by topics / Sand-lime bricks

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Sand-lime bricks'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "Sand-lime bricks"

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Brožovský, Jiří. "Implementation of Non-Destructive Impact Hammer Testing Methods in Determination of Brick Strength." Applied Mechanics and Materials 174-177 (May 2012): 280–85. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.280.

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In the building industry, non-destructive testing methods are mostly used to determine parameters of concrete structures and concrete of its own; as to other materials, these methods serve semi-occasionally and, as a rule, testing procedures and evaluation are not codified in technical standards. One of non-destructive testing field of applications is testing of piece bricks. This paper deals with findings concerning non-destructive testing of clay solid bricks, honeycomb bricks and lime sand bricks by means of Schmidt Impact Hammers types LB/L. Described here are testing method, procedures of test finding evaluation as well as calibration correlations between impact hammer rebound number and compression strength or flexural strength (lime sand bricks only). Evaluated calibration correlations between impact hammer rebound number and brick strength feature close correlation; its coefficient varies between 0.95 and 0.98, therefore these values are usable in practice. When testing honeycomb bricks varying in hole arrangement and wall thickness, it is necessary to take both these factors into account through specification of calibration correlation of non-destructive/destructive tests of limited number of bricks.
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Tao, Wen Hong, Xing Hua Fu, Guang Li Chen, and Bin Wu. "Study on Producing Sand-Lime Bricks with Iron Ore Tailings and Phosphogypsum and other Solid Wastes." Key Engineering Materials 575-576 (September 2013): 357–60. http://dx.doi.org/10.4028/www.scientific.net/kem.575-576.357.

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The paper studied preparing sand-lime bricks by pressure shaping and nature curing, discussed the stimulation effect of compound activators composed of phosphogypsum and lime. The result shows that: when the proportions of raw materials are as follows: 10~15% weight content is iron ore tailings, 3% is phosphogypsum, 5% lime, 5% cement, 40~45% low quality fly ash, and 22~37% chips, the strength of sand-lime bricks produced gets its highest. XRD and SEM are used to characterize its mineral composition and microstructure. The paper also discussed the relationship between structure and performance inside the bricks, and its hydration mechanism.
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Sun, Zhong Jian, Mei Ling Tian, and Yan Feng Fang. "Experimental Research on Mixture Ratio and Mechanical Properties of Unburned Brick with Shell Ash and Fly Ash." Advanced Materials Research 250-253 (May 2011): 3299–304. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3299.

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The unfired bricks which regarded as a new green wall material are produced by fly ash, shell ash (renewable resources), cement and lime as the main raw materials, and together with the chemical activator. The essential mixture ratio is designed on the experimental result of its mechanical properties and durability. The bricks are water conserved in the condition of normal temperature and pressure. We respectively research the compressive and flexural strength and frost resistance of the unburned brick. The results show that the optimum mixture ratio for unburned bricks are: fly ash 41%, cement 25%, lime 15%, shell ash 15%, gypsum 4%, SBR 3%, fiber 0.10%, water-reducing admixture 0.5%, sand cement ratio 0.5 and water cement ratio 0.3. We obtain the properties of unburned bricks that produced by vibration with the optimum mixture ratio. The minimum compressive strength of one brick more than 30MPa, the mass loss of one brick after 15 times freezing and thawing cycles is only 1%, and the compressive strength after frost reaches 26MPa, the overall performance of bricks can satisfy the requirement of " China Fly Ash Brick " standard.
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Stepien, Anna, Beata Potrzeszcz-Sut, Dale P. Prentice, Tandre J. Oey, and Magdalena Balonis. "The Role of Glass Compounds in Autoclaved Bricks." Buildings 10, no. 3 (February 29, 2020): 41. http://dx.doi.org/10.3390/buildings10030041.

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This study describes the relationship between the physio-mechanical and chemical properties of sand-lime materials which have undergone hydrothermal treatment, and which were modified through the introduction of glass components (90% glass sand, GS). Process parameters such as temperature, pressure and saturation vapor pressure were found to have a significant impact on the series of chemical reactions as well as on the formation and transformation of solid hydrates. During the stirring process of sand-lime mass, the temperature of the reaction between lime and water in the presence of quartz sand (QS) was determined to be 83 °C. In the presence of glass sand, measured temperature was only 42 °C. Thermodynamic equilibrium-based modelling was applied to predict stable phase assemblages in the studied systems. It was found that compositional modification along with the application of the autoclaving process resulted in the formation of two crystalline phases: natrolite and gyrolite. Compressive strength and density were also assessed. The strength of fresh laboratory samples was found to be greater than their traditional analogues by 15 MPa. In addition to experimental characterization, sand-lime materials were also modeled using neural networks (backpropagation neural network, BPNN) which serve as a universal approximation method capable of modelling complex functions.
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Kostrzewa, Paulina. "Sand-lime bricks with addition of basalt powder." Bulletin of the Military University of Technology 68, no. 3 (September 30, 2019): 147–57. http://dx.doi.org/10.5604/01.3001.0013.5562.

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The purpose of the work is to modify traditional lime-sand products with the addition of basalt dust. It is to improve the physical and mechanical parameters of the material. Thanks to this, bricks will have a better price / quality ratio and will be a more interesting solution for potential customers. To the silicate mass of raw material, after the process of extinguishing the lime in the mass, a modifier in the form of basalt dust was added, and then bricks were formed and autoclaved. The effect of the applied additive on the quality of products, made of the prepared mass, was evaluated on the basis of a comparative analysis of traditional lime-sand products and products modified with the addition of basalt dust. The tests were carried out in accordance with the methodology included in the standards. Replacing the part of traditional silicate mass with basalt dust at the production stage had a positive effect on the processes occurring during the autoclaving of the discussed products. The additive under hydrothermal conditions reacted with lime and silica to form additional amounts of the C-S-H phase. The use of basalt dust, in the amount of 5-20% in relation to the mass of raw materials, gave an improvement in compressive strength by up to 100% compared to samples without a modifier. Keywords: silicates, ecology, basalt powder, environment, sand-lime products, microstructure
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Zheng, Ying. "Preparation, Properties, Formation Mechanism of Autoclaved Bricks from Waste Foundry Sand." Applied Mechanics and Materials 174-177 (May 2012): 697–700. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.697.

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Preparation, properties of autoclaved bricks from waste foundry sand and their strength formation mechanism were investigated in this article. Autoclaved bricks were prepared using waste foundry sand, crashed stone, fly ash, activators such as slaked lime, and special composite as starting materials, accompanying preparation process of wheel-rolling blending, molding with high pressure, and autoclaved curing process. Prepared autoclaved bricks have been authoritatively tested. The results show that strength reaches the standard of 15C, radium activity concentrations are lower than the limit in main building materials, coefficient of carbonization and data of drying shrinkage can be in consistent with Chinese fly ash brick standard. Leaching toxicity is lower than the standard. The strength formation mechanism was investigated by XRD and SEM techniques. The results show that under the conditions of high-temperature, high-pressure steam a mesh structure will be generated and assembly connected, thus forming the strength of autoclaved bricks.
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Zhou, Sai Jun, and Jun Tong Qu. "Experiment on Making Autoclaved Sludge Bricks with the Dewatered Sludge from Water-Supply Plant." Advanced Materials Research 261-263 (May 2011): 829–33. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.829.

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How to efficiently dispose of the urban water-supply plant sludge has become an urgent task of controlling pollution caused by municipal solid waste. This paper is an experiment on autoclaved sludge brick, which is mainly made of sludge from the water-supply plants, fly ash, lime, sand and cement, integrated with the manufacturing process of autoclaved fly ash brick. By orthogonal optimal process, we get the optimal parameters for making sludge bricks as follows: W sludge : W ash : W lime = 15%: 45%: 15%, stirring intensity being 1400r/min, forming and curing condition being the constant temperature and humidity Curing Box (60 °C, humidity 95%), and autoclave curing condition being 1.2Mpa (time 10h). With the optimal parameters, the compressive strength of the produced bricks reaches 20.8Mpa, and its flexural strength reaches 5.4 Mpa. Besides, stirring conditions, forming and curing conditions together with the influence of curing conditions on autoclaved sludge bricks’ mechanical properties are discussed.
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Dachowski, Ryszard, and Anna Stępień. "The Impact of Barium Aggregate on the Microstructure of Sand-Lime Products." Advanced Materials Research 250-253 (May 2011): 618–21. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.618.

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This paper presents an experimental study on sand-lime bricks. The purpose of this research is to examine different materials as modifiers, in particular barium aggregate. Undoubtedly, the properties of the sand-lime products depend on many factors such as raw materials, preparation or autoclaving conditions, etc. The research was carried out and analyzed by scanning electron microscope (SEM) in order to improve acoustic isolation of calcium silicate bricks. As a result, it was possible to determine the phase composition in the structure of the calcium silicate products.
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Lee, Gayoon, Jun Hyoung Park, Khoa V. A. Pham, Chan Hee Lee, and Kihak Lee. "Experimental Investigation of Traditional Clay Brick and Lime Mortar Intended for Restoration of Cultural Heritage Sites." Applied Sciences 11, no. 13 (July 5, 2021): 6228. http://dx.doi.org/10.3390/app11136228.

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To properly restore masonry cultural heritage sites, the materials used for retrofitting can have a critical effect, and this requires standards for traditional Korean brick and lime mortar to be examined. This study experimentally investigated the material characteristics of Korean traditional bricks and two types of lime mortar (quicklime lumps and powdered hydrated lime) and the strength of masonry specimens made from those materials. Four different mixing ratios of lime, sand and white cement were considered as material parameters in this study. The experiment included uniaxial compressive testing and flexural testing to examine the mortars’ mechanical properties, and compression tests, triplet shear tests and diagonal compression tests for the masonry specimens. The results found that the strength of the masonry specimens was not necessarily associated with the mortar’s strength, but rather the cohesion between brick and mortar. In the material test, adding white cement had no noticeable effect on mortar strength. Meanwhile, in the masonry specimen, the effect of the added white cement was significant in terms of compressive and shear strength. This suggests that the bonding ratio between mortar and brick, which is an important factor influencing the behavior of bricks, was stronger with the addition of white cement. Furthermore, it was found that quicklime lumps had a lower strength than powdered hydrated lime. The test specimen with white cement added to powdered hydrated lime exhibited the greatest strength.
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Duong, Nguyen Anh, Phan Luu Anh, Tran Thi Man, and Tran Thi Lan. "Research on the use of calcium carbide residue from the acetylene gas manufacturing factory to produce non-calcined brick." VIETNAM JOURNAL OF EARTH SCIENCES 42, no. 2 (May 9, 2020): 141–51. http://dx.doi.org/10.15625/0866-7187/0/0/14954.

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In Vietnam, calcium carbide residue (CCR) from the acetylene gas factories are not properly treated, causing serious environmental pollution. Based on mineral composition determined by XRD, calcium carbide residue consisted mainly of portlandite (70-72%), calcite (14-16%), hydrocalumite (6-8%), and chemical composition determined by XRF method composed of CaO (53.02%), LOI (39.72%). This calcium carbide residue can be used as a source of hydrated lime, mixed with fly ash, sand, and cement to produce non-calcined bricks and test results show that brick specimens achieved compressive strength 3.0-7.5 MPa, water absorption 12.3-17.5%, density 1.28-1.80kg/cm3. The test bricks satisfied Vietnamese standards for construction bricks.
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Dissertations / Theses on the topic "Sand-lime bricks"

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Nemečkayová, Monika. "Novostavba mateřské školy v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392208.

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The aim of my diploma thesis was a project of a new kindergarten. The building is situted in the land register Brno Bystrc. It is a two storey building without basement. On the first floor there are located three classes, each with a capacity of 24 children. On the second floor there is celebratian hall, classrooms for external activities and offices. Kindergarten is based on strip fundation, and covered by flat roof with attica. I designed the project with emphasis on disposal orientation according to the cardinal points and constructed arrangements of the building. Durring the process I tried to use modern methods and common materials. The drawing part was processed in the AutoCAD and ArchiCAD computer program. Part of the work is fire, acoustic and thermal-technical solution.
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Kadlec, Aleš. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265467.

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The subject of my thesis is design of extension sprots centre. The building has one mutilevel aboveground. The roof is solved reinforced concrete girders, rafters and flat roof. The project emphasizes the use of layout, architectural design, fire safety and thermal comfort in the building. The thesis "Sports centre" has been prepared in the form of project documentation containing all terms required by regulations.
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Kmecová, Zuzana. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227203.

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The subject of Bachelor’s thesis is new building of multifunctional house. This building is detached house located in flat terrain in city Boskovice. Building has 3 floors and has no basement. In ground floor are two shops and cafe, on second and third floor are flats. Each part has its own entrance. Object has rectangular plan, it is made of masonry system from sand-lime bricks and is roofed with flat roof.
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Filgasová, Barbora. "Golf Resort Eagle." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227781.

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This thesis dealing with the project documentation construction of the stage for building construction on a new building golf club. This is a partial basement, two-storey building. The building is designed from sand - lime brick system KM Beta Sendwix in the basement was used shuttering blocks CS concrete. The ceilings are designed as reinforced concrete cross floor slabs. The roofing is made by flat roofs vegetation at different levels.
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Balvar, David. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371845.

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This diploma’s thesis deals with the project documentation of a sports center. The building is situated in Hnojník in the Silesia. The building is divided into two basic parts. One part is designated as a background for a local football club and the other part serves as a public hall with three badminton courts including hygienic facilities. The part consisting of the football field and the sports bar has two above-ground floors and the badminton hall with hygienic facilities has one storey.For both parts are used sand-lime bricks and flat roofing. The building is located in a flat terrain.
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Hanšpach, Vít. "Mateřská školka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240133.

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The aim of this thesis is the design and documentation for new construction nursery Schools and the associated layout object. Proposal of appropriate structural system with regard to static and thermal technical part . Kindergarten is designed as an object used for the education of preschool children 4 to 6 years . Kindergarten 4 classes with a total capacity of 72 children. The building has two floors which looks like a cross, without a basement. The main entrance to the building is located on the south side of the building . The main living rooms are situated to the southeast to the southwest. The structural system is build of limestone, concrete partially formed column , base and die . The ceiling structure consists of filigree plates and in the middle of reinforced concrete . Roofing of the building is designed as a flat membrane roof.
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Lipusová, Noemi. "Mateřská škola v Třinci Lyžbicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240293.

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The master's thesis deals with the project documentation of the kindergarten in Třinec Lyžice. The structure is designed as a detached building with two floors. The ground plan is in the shape of the letter „T”. The kindergarten has two compartments, each of them is intended for 20 children, There is also multifunctional room, two rooms for leisure time activities, a kitchen and technical facilities in the building. The vertical support structures are designed from sand-lime bricks with wooden particeboards on fragment of facade. A part of the building is topped by a flat roof, and the ohter part with a pitched tieded roof
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Havlíček, Jiří. "Polyfunkční dům v Táboře." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227789.

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The thesis “Multifunctional building in Tábor” is processed in the form of project documentation which comprises of all the requisites required by current regulations. Designed multifunctional building is placed at the site number 1475/1 in Tábor. The building has four floors. There are 18 flats and 4 commercial premises in the facility. Constructional system is made of lime-sand bricks, prestressed concrete ceiling panels, flat roof. Building has a contact thermal insulation system.
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Románek, Michal. "Mateřská škola ve Zlíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240431.

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The subject of this thesis is a new building of kindergarten in Zlin-Malenovice. It is a two-storey building without a basement and with a flat roof. For the construction was chosen flat land amidst residential area with good access. One of the main goals is to create a functional layout for daily operation. Kindergarten consists of four departments, each with capacity of 20 children. The building also has a kitchen, where hot meals will be prepared. The building is made of sand-lime bricks and it is based on footings. A car park for parents and kindergarten staff will also be built on the property.
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Luštický, Jan. "BIKEZONE.cz - Cykloprodejna s bytovymi jednotkami." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226679.

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The thesis BIKEZONE.cz - bike shop with residential units is processed in the form of project dokumenmtace containing all the elements in accordance with applicable regulations. The proposed facility is on a plot number 182/1, Prague. The building has four floors. There are vending establishment with administrative facilities and three deluxe units. The structural system is made of limestone blocks, prestressed concrete ceiling panels, flat green roof with extensive cultivation and vertical gardens on the facade.
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Books on the topic "Sand-lime bricks"

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Manufacture And Properties Of Sand-lime Brick. Franklin Classics, 2018.

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Parr, Samuel Wilson, and Thomas Reuben Ernest. A Study of Sand-Lime Brick. Franklin Classics Trade Press, 2018.

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Book chapters on the topic "Sand-lime bricks"

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Pytel, Z., and J. Maŀolepszy. "Effect of mineral admixtures on some properties of sand-lime bricks." In Waste Materials in Construction Wascon 2000 - Proceedings of the International Conference on the Science and Engineering of Recycling for Environmental Protection, Harrogate, England 31 May, 1–2 June 2000, 371–82. Elsevier, 2000. http://dx.doi.org/10.1016/s0713-2743(00)80049-5.

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Smith, A. S. "Freeze-thaw durability of cement-lime-sand mortars." In Brick and Block Masonry, 547–54. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-67.

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Jones, Michael. "Conservation of Mural Paintings in the Coptic Museum." In Christianity and Monasticism in Northern Egypt. American University in Cairo Press, 2017. http://dx.doi.org/10.5743/cairo/9789774167775.003.0026.

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This chapter describes the preservation efforts undertaken by the American Research Center in Egypt on the famous murals, preserved in the Cairo Coptic Museum, which were originally excavated in Apa Jeremiah's Saqqara monastery and Apa Apollo's Bawit monastery. These wall paintings have traditionally been considered the principal symbols of Coptic art. The Saqqara niches were excavated between 1906 and 1910. In keeping with Egyptian tradition, all the paintings are painted on plaster a secco. The Saqqara niches were constructed of mud brick lined with a white lime plaster arricio, often quite coarse and uneven, containing siliceous alluvial sand and some occasional plant fibers. The Bawit niches were excavated in 1913. The two niches were painted on mud with only a thin white lime wash applied for the paintings, rendering them considerably more delicate than the Saqqara niches.
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Malolepszy, J., W. Brylicki, and J. Deja. "The Granulated Founory Slag as a Valuable Raw Material in the Concrete and Lime-Sand Brick Prowction." In Studies in Environmental Science, 475–78. Elsevier, 1991. http://dx.doi.org/10.1016/s0166-1116(08)70438-2.

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Conference papers on the topic "Sand-lime bricks"

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Dachowski, Ryszard, and Anna Stepien. "Impact of modification of sand-lime mass with organic compounds on the microstructure and mechanical features of silicate bricks." In The 9th International Conference "Environmental Engineering 2014". Vilnius, Lithuania: Vilnius Gediminas Technical University Press “Technika” 2014, 2014. http://dx.doi.org/10.3846/enviro.2014.011.

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Húšťavová, Jana, Vít Černý, and Rostislav Drochytka. "Study of the influence of the secondary raw materials on microstructure and properties of calcium silicate composite." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.129.

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Calcium silicate composites are a widely used building material, especially autoclaved aerated concrete or sand-lime bricks. The physico-mechanical properties of these materials depend on their microstructure. Microstructure is characterized by the content of crystalline calcium silicate compounds that arise during autoclaving. This is in particular the tobermorite mineral, which carries the mechanical strength of the composite. This paper focuses on the influence of secondary raw materials on properties and microstructure of the calcium silicate composite. Secondary raw materials were selected as slag from the combustion of lignite and ground glass. Mixtures of composites were selected with respect to the required C/S molar ratio of 0.73. The hydrothermal treatment was carried out at a temperature of 190 °C and a residence time of 4, 8 and 16 hours. The microstructure of calcium silicate composites and autoclaved aerated concrete was studied. The use of slag resulted in an increase in the intensity of the diffraction line of tobermorite by X-ray diffraction analysis as well as the use of glass. The difference was particularly evident in the shape of the tobermorite crystals. Long strong crystals were detected in the sample with slag, while the sample with glass exhibited low tobermorite leaves. Porous structure of autoclaved aerated concrete with slag was uniform, unlike samples with glass. Both materials have a positive effect on the increase in compressive strengths of the samples.
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Srujhana, P., Rohit J. Menon, S. M. Basutkar, and M. V. Renuka Devi. "Demolished brick masonry as a replacement of river sand in cement and cement lime mortar." In INTERNATIONAL CONFERENCE ON SUSTAINABLE ENGINEERING AND TECHNOLOGY (ICONSET 2018). Author(s), 2018. http://dx.doi.org/10.1063/1.5079008.

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Djouhri, Mohamed, and Mohamed Taher Bentebba. "Physico-mechanical properties of a brick based with sand of dunes stabilized by hydraulic lime." In TECHNOLOGIES AND MATERIALS FOR RENEWABLE ENERGY, ENVIRONMENT AND SUSTAINABILITY: TMREES16-Cnam. Author(s), 2017. http://dx.doi.org/10.1063/1.4976220.

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Hao, Yuhang, Jiangshan He, and Hongbin Lu. "Study on Application of the Autoclaved Sand-Lime Brick in Masonry Structure of villages and towns." In Second International Conference on Mechanics, Materials and Structural Engineering (ICMMSE 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/icmmse-17.2017.49.

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