AbstractAbout AuthorsReferences
The examination of the brick exterior bearing walls of the Kadashevsky baths building , built in 1905. The study of archival documents has allowed to establish the functionality of the different rooms, their inner and outer finish, which allowed more accurately determine the temperature and humidity conditions surveyed walling. The data distribution of bricks and masonry strength solution of the cross section of the outer walls are given. Based on these results are proved that the strength of the masonry over the section of the building envelope can greatly vary. The minimum strength of masonry in the cross section will not necessarily be on the outer surface of the building envelope. Based on the theory of moisture and meteorological data provides a scientific basis of the results are obtained.
D.Yu. ZHELDAKOV1 , Candidate of Sciences (Engineering),
A.A FROLOV2 , Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.),
S.Yu. IVANOV3 , Chief Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
A.A FROLOV2 , Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.),
S.Yu. IVANOV3 , Chief Engineer (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 Scientific-Research Institute of Building Physics of the Russian Academy architecture and construction sciences (21, Lokomotivniy Driveway, Moscow,127238, Russian
2 OOO «Proekttehstroy» (7 build.1, Kashirskoe shosse, Moscow,115230 , Russian)
3 OOO NPF «Tehnoeco» (5 build.1, Vernadskogo avn., Moscow,119296 , Russian)
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10. Gagarin V.G., Zubarev K.P., Kozlov V.V. Definition of a zone of the maximum moistening in walls with facade heat-insulating composite systems with external plaster layers. Vestnik Tomskogogo sudarstvennogo arkhitekturnostroitel’nogo universiteta. 2016. No. 1 (54), pp. 125–132. (In Russian).
2. TsANTD, Yakimanskayachast’, No. 234/170, 174, 184, ed. khr. 2, 5, 6, 12, 13.
3. TsIAM, f. 179, op. 62, d. 17844; f. 46, op. 7, d. 6145; f. 171, op. 1, d. 1176.
4. Recommendations about inspection and assessment of technical condition of large-panel and stone buildings]. Moscow: TsNIISKim. V.A. Kucherenko. 1988. 36 p.
5. Manual on inspection of structures of buildings. Moscow: AO «TsNIIPROMZDANII». 2004.
6. Zubanov S.V., Tkachev E.V. Determination of durability of a silicate brick and laying by non-destructive control methods.Vestnik SGASU. Gradostroitel’stvo i arkhitektura. 2013. No. 3 (11), pp. 90–96. (In Russian).
7. Zubkov S.V., Ulybin A.V., Fedotov S.D. Research of mechanical properties of a bricklaying by method of flat jacks. Inzhenerno-stroitel’nyizhurnal. 2015. No. 8, pp. 20–29. (In Russian).
8. Fokin K.F.Construction thermophysics of the protecting parts of buildings. Moscow: AVOK-press. 2006. 256 p.
9. Gagarin V.G. The theory of a state and moisture transfer in construction materials and heat-shielding properties of the protecting designs of buildings. Doct. Diss. (Engineering). Moscow. 2000. 396 p. (In Russian).
10. Gagarin V.G., Zubarev K.P., Kozlov V.V. Definition of a zone of the maximum moistening in walls with facade heat-insulating composite systems with external plaster layers. Vestnik Tomskogogo sudarstvennogo arkhitekturnostroitel’nogo universiteta. 2016. No. 1 (54), pp. 125–132. (In Russian).
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