DESIGNING AND DETAILING OF BUILDING SYSTEMS. MECHANICS IN CIVIL ENGINEERING

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

Vestnik MGSU 2/2012
  • Bedov Anatolij Ivanovich - Moscow State University of Civil Engineering (MSUCE) Candidate of Technical Sciences, Professor, Department of Concrete and Reinforced Concrete Structures 8 (495) 287-49-14 ext. 3036, Moscow State University of Civil Engineering (MSUCE), 26 Jaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Babkov Vadim Vasil'evich - Ufa State Petroleum Technological University (UGNTU) Doctor of Technical Sciences, Professor, Department of Building Structures 8 (347) 228-22-00, Ufa State Petroleum Technological University (UGNTU), Office 225, 195 Mendeleeva St., Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Gabitov Azat Ismagilovich - Ufa State Petroleum Technological University (USPTU) Doctor of Technical Sciences, Professor, Department of Building Structures, Ufa State Petroleum Technological University (USPTU), 195 Mendeleeva str., Ufa, 450062, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Gajsin Askar Minijarovich - Ufa State Petroleum Technological University (UGNTU) Candidate of Technical Sciences, Associated Professor, Department of Building Structures 8 (347) 228-22-00, Ufa State Petroleum Technological University (UGNTU), Office 225, 195 Mendeleeva St., Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Rezvov Oleg Aleksandrovich - Ufa State Petroleum Technological University (UGNTU) postgraduate student, Department of Building Structures 8 (347) 228-22-00, Ufa State Petroleum Technological University (UGNTU), Office 225, 195 Mendeleeva St., Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kuznecov Dmitrij Valer'evich - Ufa State Petroleum Technological University (UGNTU) Candidate of Technical Sciences, Associated Professor, Department of Building Structures 8 (347) 228-22-00, Ufa State Petroleum Technological University (UGNTU), Office 225, 195 Mendeleeva St., Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Gafurova Jelina Al'bertovna - Ufa State Petroleum Technological University (UGNTU) postgraduate student, Department of Building Structures 8 (347) 228-22-00, Ufa State Petroleum Technological University (UGNTU), Office 225, 195 Mendeleeva St., Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sinicin Dmitrij Aleksandrovich - Ufa State Petroleum Technological University (UGNTU) Candidate of Technical Sciences, Associated Professor Department of Building Structures 8 (347) 228-22-00, Ufa State Petroleum Technological University (UGNTU), Office 225, 195 Mendeleeva St., Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 98 - 103

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 resistancemay 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.

DOI: 10.22227/1997-0935.2012.2.98 - 103

References
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