Zhilishchnoe Stroitel'stvo №10
October, 2014
Table of contents
L.V. SAPACHEVA, Candidate of Sciences (Engineering) (ladavs@rambler.ru), E.I. YUMASHEVA, Engineer-Technologist,
OOO RIF “Stroymaterialy” (9, building 3, Dmitrovskoe Highway, 127434, Moscow, Russian Federation)
Large Panel Building Construction Remains the Most Rapid and Cost-Effective The IV International Scientific-Practical Conference “Development of Large-Panel Housing Construction in Russia – InterConPan-2014” took place in Saint- Petersburg on June 24-25, 2014. Over 230 persons from 30 regions of the Russian Federation and 7 foreign countries participated in the conference. Representatives of 20 machine building companies from Russia, CIS States, Finland, Germany, Italy, Belgium, Austria, scientists from four Russian institutes of higher education and ten research institutes also found it necessary to take part in this event. The conference was traditionally organized by the Central Research and Design Institute for Dwelling and Public Buildings (TSNIIEPzhilishcha) and the joint editorial board of scientific-technical journals “Housing Construction” and “Construction Materials”. Sponsors of the event were TSNIIEPzhilishcha and LSR Group. Partners of the conference were ZAO “Patriot-Engineering” (Moscow), OOO “Torgovy dom SUPERPLAST” (Vladimir), WECKENMANN (Germany), EVG (Austria), ALLBAU (Germany).. Keywords: panel house building, frame house building, cast-in-place house building References
1. Shmelev S.E. Experience in Complex Reconstruction of Large-Panel Prefabrication Plants Using Energy Saving Technologies. Stroitel'nye Materialy [Construction Materials]. 2011. No. 4, pp. 7–11. (In Russian).
2. Sokolov B.S., Mironova Yu.V., Gataullina D.R. Ways of Overcoming of Crisis Situation in Large-Panel Housing Construction. Stroitel'nye Materialy [Construction Materials]. 2011. No. 4, pp. 4–6. (In Russian).
3. Krasnova T.A., Baturin I.A. Issues of Improving the Surface Quality of Reinforced Concrete Products. Stroitel'nye Materialy [Construction Materials]. 2014. No. 5, pp. 25–27. (In Russian).
4. Bogomolov O.V. Experience of Energy Saving at Industrial Enterprises. Stroitel'nye Materialy [Construction Materials]. 2014. No. 5, pp. 28–29. (In Russian).
Large Panel Building Construction Remains the Most Rapid and Cost-Effective The IV International Scientific-Practical Conference “Development of Large-Panel Housing Construction in Russia – InterConPan-2014” took place in Saint- Petersburg on June 24-25, 2014. Over 230 persons from 30 regions of the Russian Federation and 7 foreign countries participated in the conference. Representatives of 20 machine building companies from Russia, CIS States, Finland, Germany, Italy, Belgium, Austria, scientists from four Russian institutes of higher education and ten research institutes also found it necessary to take part in this event. The conference was traditionally organized by the Central Research and Design Institute for Dwelling and Public Buildings (TSNIIEPzhilishcha) and the joint editorial board of scientific-technical journals “Housing Construction” and “Construction Materials”. Sponsors of the event were TSNIIEPzhilishcha and LSR Group. Partners of the conference were ZAO “Patriot-Engineering” (Moscow), OOO “Torgovy dom SUPERPLAST” (Vladimir), WECKENMANN (Germany), EVG (Austria), ALLBAU (Germany).. Keywords: panel house building, frame house building, cast-in-place house building References
1. Shmelev S.E. Experience in Complex Reconstruction of Large-Panel Prefabrication Plants Using Energy Saving Technologies. Stroitel'nye Materialy [Construction Materials]. 2011. No. 4, pp. 7–11. (In Russian).
2. Sokolov B.S., Mironova Yu.V., Gataullina D.R. Ways of Overcoming of Crisis Situation in Large-Panel Housing Construction. Stroitel'nye Materialy [Construction Materials]. 2011. No. 4, pp. 4–6. (In Russian).
3. Krasnova T.A., Baturin I.A. Issues of Improving the Surface Quality of Reinforced Concrete Products. Stroitel'nye Materialy [Construction Materials]. 2014. No. 5, pp. 25–27. (In Russian).
4. Bogomolov O.V. Experience of Energy Saving at Industrial Enterprises. Stroitel'nye Materialy [Construction Materials]. 2014. No. 5, pp. 28–29. (In Russian).
V.V. RODEVICH1, Candidate of Sciences (Engineering), S.A. ARZAMASTSEV2, Engineer (jenero89@mail.ru)
1 «Stroytehinnovatsii», LLC (of. 616, Akademicheskiy ave. 8/8, 634055, Tomsk, Russian Federation)
2 Tomsk State University of Architecture and Building (2, sq. Solyanaya, 634003, Tomsk, Russian Federation) Experimental studies of reinforced concrete elements in bending with torsion under static and dynamic loadings The results of experimental studies of reinforced concrete elements in bending with torsion under static and dynamic effects are presented. Experimental studies were carried out at the Department of reinforced concrete and masonry structures of the Tomsk State University of Architecture and Civil Engineering. It is shown that a destruction of reinforced concrete beams occurs with formation of complex spatial cross section, which cracks are at an angle of 45 degrees. A number of aspects that may be useful for dynamic analysis and design of structures are shown. Keywords: reinforced concrete, bending, torsion, static loading, dynamic loading. References
1. Bakhotsky I.V. Theoretical research intense the deformed state the fibrozhelezobetonnykh of the elements subject to impact of torsion with a bend. Materials of the V-th international conference «Actual Problems of Architecture and Construction». Vol. 1. St. Petersburg: Saint-Petersburg Petersburg State University of Civil Engineering. 2013, рр. 163–169. (In Russian).
2. Kolchunov V.I. Povetkin M.S., Merkulov D.S. results of pilot studies of ferroconcrete designs of compound section. News of Southwest state university. 2009. No. 3/6, рр. 67–74. (In Russian).
3. Merkulov S.I. Starodubtsev S.V. Pilot studies of rod ferroconcrete elements of the compound section subjected to a bend with torsion. Construction and reconstruction. 2012. No. 2, рр. 20–24. (In Russian).
4. Safonov A.G. Engineering method of calculation of ferroconcrete designs on torsion action with a bend. Тhe VGASU Scientific bulletin. Construction and Architecture. 2009. No. 2(14), рр. 43–50. (In Russian).
1 «Stroytehinnovatsii», LLC (of. 616, Akademicheskiy ave. 8/8, 634055, Tomsk, Russian Federation)
2 Tomsk State University of Architecture and Building (2, sq. Solyanaya, 634003, Tomsk, Russian Federation) Experimental studies of reinforced concrete elements in bending with torsion under static and dynamic loadings The results of experimental studies of reinforced concrete elements in bending with torsion under static and dynamic effects are presented. Experimental studies were carried out at the Department of reinforced concrete and masonry structures of the Tomsk State University of Architecture and Civil Engineering. It is shown that a destruction of reinforced concrete beams occurs with formation of complex spatial cross section, which cracks are at an angle of 45 degrees. A number of aspects that may be useful for dynamic analysis and design of structures are shown. Keywords: reinforced concrete, bending, torsion, static loading, dynamic loading. References
1. Bakhotsky I.V. Theoretical research intense the deformed state the fibrozhelezobetonnykh of the elements subject to impact of torsion with a bend. Materials of the V-th international conference «Actual Problems of Architecture and Construction». Vol. 1. St. Petersburg: Saint-Petersburg Petersburg State University of Civil Engineering. 2013, рр. 163–169. (In Russian).
2. Kolchunov V.I. Povetkin M.S., Merkulov D.S. results of pilot studies of ferroconcrete designs of compound section. News of Southwest state university. 2009. No. 3/6, рр. 67–74. (In Russian).
3. Merkulov S.I. Starodubtsev S.V. Pilot studies of rod ferroconcrete elements of the compound section subjected to a bend with torsion. Construction and reconstruction. 2012. No. 2, рр. 20–24. (In Russian).
4. Safonov A.G. Engineering method of calculation of ferroconcrete designs on torsion action with a bend. Тhe VGASU Scientific bulletin. Construction and Architecture. 2009. No. 2(14), рр. 43–50. (In Russian).
A.V. MATVEEV
1
, Candidate of Sciences (Engineering), A.A. OVCHINNIKOV
2
, Engineer (ovchinnikov2009@yandex.ru)
1 Tomsk State University of Architecture and Building (2, Solyanaya Square, 634003 Tomsk, Russian Federation)
2 «Stroytehinnovatsii», LLC (of. 616, Akademicheskiy ave. 8/8, 634055, Tomsk, Russian Federation)
Development of Energy-Efficient Large-Panel Enclosing Structures* The actual issues of energy efficiency in the large-panel house prefabrication, ways of improvement and achievements with the use of up-to-date composite materials are covered. The structural-technological conception of three-layer external wall panels with the use of composite flexible bracings made of glass fiber rods is offered. The analysis of the stress-strain state of external wall panels with flexible bracings with due regard for long-term operation is made; suggestions for the improvement of structural design of external wall panels of large-panel buildings are offered. Results both of experimental and theoretical studies of the considered structures for determination of structural reliability and thermotechnical efficiency and the use of up-to-date programming and computing suites are presented. Keywords: enclosing structure, wall panel, energy efficiency, composite reinforcement. References
1. Yarmakovsky V.N., Semeniuk P.N. Rodevich V.V., Lugovoi A.V. To improve the structural and technological solutions of three-layer external wall panels of large buildings in the direction of increase of their thermal protection function and operational reliability. Actual issues of building physics – energy efficiency, reliability and environmental safety: Materials of the IV Academic readings RAACES. Moscow, 2012, pp. 47–64. (In Russian).
2. Karpenko N.I., Yarmakovsky V.N. Main Ways of Resource- Energy Saving at Construction and Operation of Buildings. Part 1. Resource-Energy Saving at the Stage of Producing of Building Materials, Wall Products and Enclosing Structures. Stroitel'nye Materialy [Construction Materials]. 2013. No. 7, pp. 12–19. (In Russian).
3. Karpenko N.I., Yarmakovsky V.N. Main Ways of Resource- Energy Saving in the Course of Construction and Operation of Buildings. Part 1 (continuation) Resource-Energy Saving at the Stage of Manufacturing Building Materials, Wall Products, Enclosing and Bearing Structures. Stroitel'nye Materialy [Construction Materials]. 2013. No. 8, pp. 65–72. (In Russian).
4. Karpenko N.I., Yarmakovsky V.N. Main Directions of Resource and Energy Saving during the Construction and Operation of Buildings. Part 2 (continuation). Resource and Energy Saving at the Stage of Installation (erection) of Structural System of a Building and its Operation. Stroitel'nye Materialy [Construction Materials]. 2013. No. 9, pp. 46–55. (In Russian).
5. Patent RF 35119. Layered Wall Panel of the building [Sloistaya stenovaya panel' zdaniya]. Shapiro G.I., Yarmakovskii V.N., Roginskii S.L. Appl. 21.05.2003. Publ. 27.12.2003. Bulletin No. 36. (In Russian).
6. Patent RF 2147655. The connecting element [Soedinitel'nyi element]. Roginskii S.L., Antipov V.V., Yarmakovsky V.N. Appl. 12.10.1999. Publ. 20.04.2000. Bulletin No. 11. (In Russian).
7. Lugovoy A.N. Enhancement of Energy Efficiency of Enclosing Structures. Stroitel'nye Materialy [Construction Materials]. 2011. No. 3, pp. 32–33. (In Russian).
8. Lugovoy A.N., Kovrigin A.G. Composite Flexible Bracings for Three-Layered Thermal Efficient Panels. Stroitel'nye Materialy [Construction Materials]. 2014. No. 5, pp. 22–23. (In Russian).
1 Tomsk State University of Architecture and Building (2, Solyanaya Square, 634003 Tomsk, Russian Federation)
2 «Stroytehinnovatsii», LLC (of. 616, Akademicheskiy ave. 8/8, 634055, Tomsk, Russian Federation)
Development of Energy-Efficient Large-Panel Enclosing Structures* The actual issues of energy efficiency in the large-panel house prefabrication, ways of improvement and achievements with the use of up-to-date composite materials are covered. The structural-technological conception of three-layer external wall panels with the use of composite flexible bracings made of glass fiber rods is offered. The analysis of the stress-strain state of external wall panels with flexible bracings with due regard for long-term operation is made; suggestions for the improvement of structural design of external wall panels of large-panel buildings are offered. Results both of experimental and theoretical studies of the considered structures for determination of structural reliability and thermotechnical efficiency and the use of up-to-date programming and computing suites are presented. Keywords: enclosing structure, wall panel, energy efficiency, composite reinforcement. References
1. Yarmakovsky V.N., Semeniuk P.N. Rodevich V.V., Lugovoi A.V. To improve the structural and technological solutions of three-layer external wall panels of large buildings in the direction of increase of their thermal protection function and operational reliability. Actual issues of building physics – energy efficiency, reliability and environmental safety: Materials of the IV Academic readings RAACES. Moscow, 2012, pp. 47–64. (In Russian).
2. Karpenko N.I., Yarmakovsky V.N. Main Ways of Resource- Energy Saving at Construction and Operation of Buildings. Part 1. Resource-Energy Saving at the Stage of Producing of Building Materials, Wall Products and Enclosing Structures. Stroitel'nye Materialy [Construction Materials]. 2013. No. 7, pp. 12–19. (In Russian).
3. Karpenko N.I., Yarmakovsky V.N. Main Ways of Resource- Energy Saving in the Course of Construction and Operation of Buildings. Part 1 (continuation) Resource-Energy Saving at the Stage of Manufacturing Building Materials, Wall Products, Enclosing and Bearing Structures. Stroitel'nye Materialy [Construction Materials]. 2013. No. 8, pp. 65–72. (In Russian).
4. Karpenko N.I., Yarmakovsky V.N. Main Directions of Resource and Energy Saving during the Construction and Operation of Buildings. Part 2 (continuation). Resource and Energy Saving at the Stage of Installation (erection) of Structural System of a Building and its Operation. Stroitel'nye Materialy [Construction Materials]. 2013. No. 9, pp. 46–55. (In Russian).
5. Patent RF 35119. Layered Wall Panel of the building [Sloistaya stenovaya panel' zdaniya]. Shapiro G.I., Yarmakovskii V.N., Roginskii S.L. Appl. 21.05.2003. Publ. 27.12.2003. Bulletin No. 36. (In Russian).
6. Patent RF 2147655. The connecting element [Soedinitel'nyi element]. Roginskii S.L., Antipov V.V., Yarmakovsky V.N. Appl. 12.10.1999. Publ. 20.04.2000. Bulletin No. 11. (In Russian).
7. Lugovoy A.N. Enhancement of Energy Efficiency of Enclosing Structures. Stroitel'nye Materialy [Construction Materials]. 2011. No. 3, pp. 32–33. (In Russian).
8. Lugovoy A.N., Kovrigin A.G. Composite Flexible Bracings for Three-Layered Thermal Efficient Panels. Stroitel'nye Materialy [Construction Materials]. 2014. No. 5, pp. 22–23. (In Russian).
B.S. BATALIN, Doktor of Sciences (Engineering)
Perm State National Research Polytechnical University (29, Komsomolsky ave., 614990, Perm, Russian Federation)
New material for the construction of housing
New material taumalit is presented. It is made on ZhBK JSC Saturn-R (Perm). The history of production of wall panels from this material is given. It is shown that in spite of the higher cost of a taumalit in comparison with other building materials , (its price is 1,5 times more than a gas concrete), in many parameters from the point of view of economy he even wins. If to compare the cost of walls of the house of 100 sq.m, construction from the taumalit blocks will be at 5–6 times cheaper than construction from a ceramic bricks. In this case the speed of construction is the same as in panel housing construction. Keywords: taumalit, the wall panel, gypsum materials, environmental friendliness, waste of the woodworking industry. References
1. Babkov V.V., Latypov V.M., Lomakina L.N. Shigapov R.I. Modified Gypsum Binders of High Water Resistance and Gypsum-Claydite-Concrete Wall Blocks for Low-Rise Housing Construction on their Basis. Stroitel’nye Materialy [Construction materials]. 2012. No. 7, pp. 4–7. (In Russian).
2. Rakhimov R.Z., Haliullin M.I. State and Tendencies of Development of the Gypsum Building Materials Industry. Stroitel’nye Materialy [Construction materials]. 2010. No. 12, pp. 44–46. (In Russian).
3. Mukhametrakhimov R.H., Izotov V.S. Peculiarities of Hydration Process of a Modified Mixed Binder for Fiber- Cement Slabs. Stroitel’nye Materialy [Construction materials]. 2014. No. 1–2, pp. 116–118. (In Russian).
4. Izotov V.S., Mukhametrakhimov R.H., Sabitov L.S. Cement- Fibrous Composite Material for Fibrocement Slabs. Stroitel’nye Materialy [Construction materials]. 2011 . No. 5, pp. 21–22. (In Russian).
5. Lavlinskaya O.V., Sukhorukova S.S., Lazareva V.A. Strukova T.Yu. Melnikova E.I. Research of influence of a look and the sizes of a wood filler on properties the gipsostruzhechnykh of plates. The Actual directions of scientific researches of the XXI century: theory and practice. 2014 . No. 2–1 (7–1), pp. 130–135. (In Russian).
6. Hritankov V.F. Shantina L.V. Denisov A.S. Pichugin A.P. Gipsobetonnye of the product with organic porous fillers. Stroitel’nye Materialy [Construction materials]. 2006 . No. 7, pp. 10–11. (In Russian).
7. Volkova N.G., Popova Yu.K. The triune problem of ecology in relation to construction problems. ACADEMIA. Architecture and construction. 2009 . No. 5, pp. 108–116. (In Russian).
New material for the construction of housing
New material taumalit is presented. It is made on ZhBK JSC Saturn-R (Perm). The history of production of wall panels from this material is given. It is shown that in spite of the higher cost of a taumalit in comparison with other building materials , (its price is 1,5 times more than a gas concrete), in many parameters from the point of view of economy he even wins. If to compare the cost of walls of the house of 100 sq.m, construction from the taumalit blocks will be at 5–6 times cheaper than construction from a ceramic bricks. In this case the speed of construction is the same as in panel housing construction. Keywords: taumalit, the wall panel, gypsum materials, environmental friendliness, waste of the woodworking industry. References
1. Babkov V.V., Latypov V.M., Lomakina L.N. Shigapov R.I. Modified Gypsum Binders of High Water Resistance and Gypsum-Claydite-Concrete Wall Blocks for Low-Rise Housing Construction on their Basis. Stroitel’nye Materialy [Construction materials]. 2012. No. 7, pp. 4–7. (In Russian).
2. Rakhimov R.Z., Haliullin M.I. State and Tendencies of Development of the Gypsum Building Materials Industry. Stroitel’nye Materialy [Construction materials]. 2010. No. 12, pp. 44–46. (In Russian).
3. Mukhametrakhimov R.H., Izotov V.S. Peculiarities of Hydration Process of a Modified Mixed Binder for Fiber- Cement Slabs. Stroitel’nye Materialy [Construction materials]. 2014. No. 1–2, pp. 116–118. (In Russian).
4. Izotov V.S., Mukhametrakhimov R.H., Sabitov L.S. Cement- Fibrous Composite Material for Fibrocement Slabs. Stroitel’nye Materialy [Construction materials]. 2011 . No. 5, pp. 21–22. (In Russian).
5. Lavlinskaya O.V., Sukhorukova S.S., Lazareva V.A. Strukova T.Yu. Melnikova E.I. Research of influence of a look and the sizes of a wood filler on properties the gipsostruzhechnykh of plates. The Actual directions of scientific researches of the XXI century: theory and practice. 2014 . No. 2–1 (7–1), pp. 130–135. (In Russian).
6. Hritankov V.F. Shantina L.V. Denisov A.S. Pichugin A.P. Gipsobetonnye of the product with organic porous fillers. Stroitel’nye Materialy [Construction materials]. 2006 . No. 7, pp. 10–11. (In Russian).
7. Volkova N.G., Popova Yu.K. The triune problem of ecology in relation to construction problems. ACADEMIA. Architecture and construction. 2009 . No. 5, pp. 108–116. (In Russian).
D.N. SURSANOV
1
, Engineer (spstf@pstu.ru), S.A. SAZONOVA
1
, Master,
A.B. PONOMARYOV
1
, Doctor of Sciences (Engineering), A.V. LYSKOV
2
, Engineer
1 Perm National Research Polytechnic University ( 29, Komsomolsky Avenue, 614000, Perm, Russian Federation)
2 ZhBK Factory OOO “Saturn-P” (80, 3rd Embankment Street, 614013, Perm, Russian Federation) Full-Scale Tests of a Multicore Slab with Fibrolite Void Formers
Methods and results of the full-scale tests of floor slabs of a new type for frame buildings are considered. The detailed description of the floor slab design with fibrolite void formers remaining in the body of the slab is presented; main technological and structural features of the product are pointed out. In the result of full- scale tests of slabs the data on deflections, widths of crack opening at different stages of loading, values of relative strains on the slab surface under the action of normative and estimated operating loads have been obtained. The pattern of characteristic cracks on the surfaces and sides of the slab has been defined. The values of ultimate breaking loads and safety coefficients have been determined. The conclusion about suitability of slabs for use in civil construction and advantages of the use of this type of floor slabs is drawn. Keywords: multicore floor slab, fibrolite, key connection, full-scale test, deflection. References
1. Badalova E.N. Durability in normal way to the section of ferroconcrete multihollow plates of the overlappings strengthened by fittings from carbon fibers. Vestnik Polotskogo gosudarstvennogo universiteta. 2011. No. 16, pp. 60–66. (In Russian).
2. Karyakin A.A., Sonin S.A., Popp P.V., Aliluev M.V. Test of a natural fragment of a combined and monolithic framework of system of ARKOS with flat overlappings // Vestnik YuUrGU. Seriya: stroitel'stvo i arkhitektura. 2009. No. 35 (168), pp. 16–20. (In Russian).
3. Mordich A.I., Galkin S.L. Results of test of combined and monolithic overlapping of the frame building vertical loading // Stroitel'naya nauka i tekhnika. 2011. No. 3 (36). http://bsc.by/story/ (address date 25.03.2014). (In Russian).
4. Kosykh A.A., Sursanov D.N. Problems of heritage buildings monitoring in case of new constructing in compliance with the laws. Vestnik PNIPU «Stroitel'stvo i arkhitektura». 2013. No. 1 (9), pp. 75–88. (In Russian).
5. Kar'kin I.N., Stashkov A.N. Research of ways of fastening of tensometric sensors of string type. MONITORING. Nauka i bezopasnost'. 2012. No. 3 (7), pp. 86–89. (In Russian).
6. Ponomaryov A.B, Ofrikhter V.G. Need of system monitoring of operated constructions for the purpose of ensuring their constructive safety. Vestnik tsentral'nogo regional'nogo otdeleniya Rossiiskoi akademii arkhitektury i stroitel'nykh nauk. 2006, pp. 134. (In Russian).
7. Sazonova S.A., Bochkareva T.M. Modeling of waterproofing system of underground buildings and constructions. Vestnik PNIPU «Urbanistika». 2012. No. 2, pp. 54–65. (In Russian).
8. Yarov V.A., Koyankin A.A., Skripal'shchikov K.V. Researches intense the deformed condition of the monolithic overlappings executed with heat- insulating inserts. Vestnik MGSU. 2010. No. 1, pp. 107–112. (In Russian).
1 Perm National Research Polytechnic University ( 29, Komsomolsky Avenue, 614000, Perm, Russian Federation)
2 ZhBK Factory OOO “Saturn-P” (80, 3rd Embankment Street, 614013, Perm, Russian Federation) Full-Scale Tests of a Multicore Slab with Fibrolite Void Formers
Methods and results of the full-scale tests of floor slabs of a new type for frame buildings are considered. The detailed description of the floor slab design with fibrolite void formers remaining in the body of the slab is presented; main technological and structural features of the product are pointed out. In the result of full- scale tests of slabs the data on deflections, widths of crack opening at different stages of loading, values of relative strains on the slab surface under the action of normative and estimated operating loads have been obtained. The pattern of characteristic cracks on the surfaces and sides of the slab has been defined. The values of ultimate breaking loads and safety coefficients have been determined. The conclusion about suitability of slabs for use in civil construction and advantages of the use of this type of floor slabs is drawn. Keywords: multicore floor slab, fibrolite, key connection, full-scale test, deflection. References
1. Badalova E.N. Durability in normal way to the section of ferroconcrete multihollow plates of the overlappings strengthened by fittings from carbon fibers. Vestnik Polotskogo gosudarstvennogo universiteta. 2011. No. 16, pp. 60–66. (In Russian).
2. Karyakin A.A., Sonin S.A., Popp P.V., Aliluev M.V. Test of a natural fragment of a combined and monolithic framework of system of ARKOS with flat overlappings // Vestnik YuUrGU. Seriya: stroitel'stvo i arkhitektura. 2009. No. 35 (168), pp. 16–20. (In Russian).
3. Mordich A.I., Galkin S.L. Results of test of combined and monolithic overlapping of the frame building vertical loading // Stroitel'naya nauka i tekhnika. 2011. No. 3 (36). http://bsc.by/story/ (address date 25.03.2014). (In Russian).
4. Kosykh A.A., Sursanov D.N. Problems of heritage buildings monitoring in case of new constructing in compliance with the laws. Vestnik PNIPU «Stroitel'stvo i arkhitektura». 2013. No. 1 (9), pp. 75–88. (In Russian).
5. Kar'kin I.N., Stashkov A.N. Research of ways of fastening of tensometric sensors of string type. MONITORING. Nauka i bezopasnost'. 2012. No. 3 (7), pp. 86–89. (In Russian).
6. Ponomaryov A.B, Ofrikhter V.G. Need of system monitoring of operated constructions for the purpose of ensuring their constructive safety. Vestnik tsentral'nogo regional'nogo otdeleniya Rossiiskoi akademii arkhitektury i stroitel'nykh nauk. 2006, pp. 134. (In Russian).
7. Sazonova S.A., Bochkareva T.M. Modeling of waterproofing system of underground buildings and constructions. Vestnik PNIPU «Urbanistika». 2012. No. 2, pp. 54–65. (In Russian).
8. Yarov V.A., Koyankin A.A., Skripal'shchikov K.V. Researches intense the deformed condition of the monolithic overlappings executed with heat- insulating inserts. Vestnik MGSU. 2010. No. 1, pp. 107–112. (In Russian).
N.G. POCHINCHUK, Manager, A.V. FEFELOV, Director for development (fefelov@elticon.ru)
“Elticon” Group of Companies (183, Nezavisimosti Avenue, Minsk, 220125, Republic of Belarus)
System Approach of “Elticon” Group of Companies to Reconstruction and New Construction of House Building Factories On the basis of the unique experience accumulated by specialist of the “Elticon” Group of Companies, in cooperation with leading European companies, the system approach to reconstruction and new construction of house building factories and large-panel prefabrication plants has been developed. The essence of the approach is that the process of reconstruction or new construction begins from the preliminary stage, the so-called pilot project. The development of the pilot project is systematized and conventionally presented in the form of 10 consecutive steps from the target setting up to development of a sketch plan of new production. Keywords: reconstruction of large-panel prefabrication plant, pilot project, flexible production, structural system of a building. References
1. Pochinchuk N.G., Goncharov A.M. Complex Reconstruction of OAO “Gomelsky DSK”: Experience, Prospects. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2011. No. 3, pp. 36–41. (In Russian).
2. Pochinchuk N.G., Pakhomenko A.V., Fefelov A.V. Up-to-Date Automated System of Control of Technological Processes of a Concrete Mixing Plant. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2012. No. 7, pp. 32–39. (In Russian).
System Approach of “Elticon” Group of Companies to Reconstruction and New Construction of House Building Factories On the basis of the unique experience accumulated by specialist of the “Elticon” Group of Companies, in cooperation with leading European companies, the system approach to reconstruction and new construction of house building factories and large-panel prefabrication plants has been developed. The essence of the approach is that the process of reconstruction or new construction begins from the preliminary stage, the so-called pilot project. The development of the pilot project is systematized and conventionally presented in the form of 10 consecutive steps from the target setting up to development of a sketch plan of new production. Keywords: reconstruction of large-panel prefabrication plant, pilot project, flexible production, structural system of a building. References
1. Pochinchuk N.G., Goncharov A.M. Complex Reconstruction of OAO “Gomelsky DSK”: Experience, Prospects. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2011. No. 3, pp. 36–41. (In Russian).
2. Pochinchuk N.G., Pakhomenko A.V., Fefelov A.V. Up-to-Date Automated System of Control of Technological Processes of a Concrete Mixing Plant. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2012. No. 7, pp. 32–39. (In Russian).
T.A. AKHMYAROV, engineer, A.V. SPIRIDONOV, Candidate of Sciences (Engineering), I.L. SHUBIN, Doctor of Sciences (Engineering), Director,
Scientific and Research Institute of Building Physics (21, Lokomotivny Passage, 127238, Moscow, Russian Federation)
Energy efficient ventilated envelopes with active recovery of the heat flow an insulation For achievement of norms on a energy efficient envelopes (walls and roofs) the considerable layer of a heater is used that in today's conditions is not always economically and energetically effectually. For this reason in recent years the increasing attention including in our country, it is given to new ideology which received the general name «systems of «active» energy saving» (SAE). Generally systems which use secondary energy resources treat SAE, nonconventional and renewables, and also auto-regulation at change of conditions – as outside, and in buildings. Basis of the offers stated in the present article, the energy efficient ventilated envelopes (EEVE) with active recovery of a heat flow which can be widely used for construction and reconstruction of buildings and constructions with the minimum energy consumption are. Offered envelopes actually become stitched devices of system of ventilation with the subsequent active recovery of heat going earlier to the atmosphere through external protections of buildings. The moist mode and heat-technical uniformity of external envelopes of buildings also improve. Keywords: еnergy efficient ventilated envelopes, system of active energy saving, recovery of transmission heat. References
1. Shubin I.L., Spiridonov A.V. Legislation for Energy Conservation in USA, Europe and Russia. Ways for Decision. Vestnik MGSU. 2011. No. 3, v. 1, pp. 4–14. (In Russian).
2. Shubin I.L., Spiridonov A.V. Problems in energy conservation in Russian construction industry. Energosberezhenie. No. 1. 2013, pp. 15–21. (In Russian).
3. Akhmyarov T.A., Spiridonov A.V., Choubin I.L. The principles of design and an assessment of the external protecting designs with use of modern technologies of «active» energy saving and recovery of a thermal stream. Zhilishnoe stroitel’stvo [Housing Construction]. 2014. No. 6, рр. 8–13. (In Russian).
4. Danilevsky L.N. Printsipy proektirovaniya I inzhenernoe oborudovanie energoeffektivnyh zhilyk zdanii [Principles of design and engineering equipment of energy efficient residential buildings]. Minsk: BusinessSofset. 2011. 374 p.
5. Umniakova N.P. Constuction of Energy effective buildings for reduction of negative influence on the environment. Vestnik MGSU. 2011. No. 3, pp. 459–464. (In Russian).
6. Akhmyarov T.A., Belyaev V.S., Spiridonov A.V., Shubin I.L. System of active energy saving with heat recovery. Energosberezhenie. 2013. No. 4, pp. 36–46. (In Russian).
7. Belyaev V. S., VA Mullets. Akhmyarov T.A. The decentralized forced-air and exhaust system of ventilation with heat recovery. Zhilishchnoe stroitel’stvo [Housing Construction]. 2011. No. 3, рр. 73–77. (In Russian).
Energy efficient ventilated envelopes with active recovery of the heat flow an insulation For achievement of norms on a energy efficient envelopes (walls and roofs) the considerable layer of a heater is used that in today's conditions is not always economically and energetically effectually. For this reason in recent years the increasing attention including in our country, it is given to new ideology which received the general name «systems of «active» energy saving» (SAE). Generally systems which use secondary energy resources treat SAE, nonconventional and renewables, and also auto-regulation at change of conditions – as outside, and in buildings. Basis of the offers stated in the present article, the energy efficient ventilated envelopes (EEVE) with active recovery of a heat flow which can be widely used for construction and reconstruction of buildings and constructions with the minimum energy consumption are. Offered envelopes actually become stitched devices of system of ventilation with the subsequent active recovery of heat going earlier to the atmosphere through external protections of buildings. The moist mode and heat-technical uniformity of external envelopes of buildings also improve. Keywords: еnergy efficient ventilated envelopes, system of active energy saving, recovery of transmission heat. References
1. Shubin I.L., Spiridonov A.V. Legislation for Energy Conservation in USA, Europe and Russia. Ways for Decision. Vestnik MGSU. 2011. No. 3, v. 1, pp. 4–14. (In Russian).
2. Shubin I.L., Spiridonov A.V. Problems in energy conservation in Russian construction industry. Energosberezhenie. No. 1. 2013, pp. 15–21. (In Russian).
3. Akhmyarov T.A., Spiridonov A.V., Choubin I.L. The principles of design and an assessment of the external protecting designs with use of modern technologies of «active» energy saving and recovery of a thermal stream. Zhilishnoe stroitel’stvo [Housing Construction]. 2014. No. 6, рр. 8–13. (In Russian).
4. Danilevsky L.N. Printsipy proektirovaniya I inzhenernoe oborudovanie energoeffektivnyh zhilyk zdanii [Principles of design and engineering equipment of energy efficient residential buildings]. Minsk: BusinessSofset. 2011. 374 p.
5. Umniakova N.P. Constuction of Energy effective buildings for reduction of negative influence on the environment. Vestnik MGSU. 2011. No. 3, pp. 459–464. (In Russian).
6. Akhmyarov T.A., Belyaev V.S., Spiridonov A.V., Shubin I.L. System of active energy saving with heat recovery. Energosberezhenie. 2013. No. 4, pp. 36–46. (In Russian).
7. Belyaev V. S., VA Mullets. Akhmyarov T.A. The decentralized forced-air and exhaust system of ventilation with heat recovery. Zhilishchnoe stroitel’stvo [Housing Construction]. 2011. No. 3, рр. 73–77. (In Russian).
P.N. UMNYAKOV, Doctor of Sciences (Engineering)
Institute of Restoration Arts (9B, struсture 2, Dmitrovskoye Highway, 125434, Moscow, Russian Federation)
Influence of Filtration and Exfiltration on Heat Protection of Enclosing Structures with Due Regard for Porosity of Materials The process of heat transfer through the porous external enclosing structure in the course of filtration and exfiltration is considered. At that, for determining the level of heat protection of enclosures at air permeability the author takes into account not only the heat transfer coefficient but also the porosity of material. The calculations conducted show that when the material porosity is taken into account, temperature values obtained on the inner surface of the enclosure and its resistance to heat transfer considerably better correlate with experimental values and are not overrated. Keywords: material porosity, heat protection properties, infiltration, exfiltration, air permeability, porous wall, temperature. References
1. Umnyakov P.N. Heatphysical processes of an infiltration through a porous multilayered hollow wall. Sb. «Ecological safety and energy saving in construction». Moscow – Kavala (Greece): NIISF RAASN. 2013, рр. 38–42. (In Russian).
2. Sadykov R.A. The theory of processes of stationary nonlinear transfer taking into account a filtration of air, condensation or evaporation of vaporous moisture. News of the Kazan state architectural and construction university. 2011 . No. 3, рр. 268–276. (In Russian).
Influence of Filtration and Exfiltration on Heat Protection of Enclosing Structures with Due Regard for Porosity of Materials The process of heat transfer through the porous external enclosing structure in the course of filtration and exfiltration is considered. At that, for determining the level of heat protection of enclosures at air permeability the author takes into account not only the heat transfer coefficient but also the porosity of material. The calculations conducted show that when the material porosity is taken into account, temperature values obtained on the inner surface of the enclosure and its resistance to heat transfer considerably better correlate with experimental values and are not overrated. Keywords: material porosity, heat protection properties, infiltration, exfiltration, air permeability, porous wall, temperature. References
1. Umnyakov P.N. Heatphysical processes of an infiltration through a porous multilayered hollow wall. Sb. «Ecological safety and energy saving in construction». Moscow – Kavala (Greece): NIISF RAASN. 2013, рр. 38–42. (In Russian).
2. Sadykov R.A. The theory of processes of stationary nonlinear transfer taking into account a filtration of air, condensation or evaporation of vaporous moisture. News of the Kazan state architectural and construction university. 2011 . No. 3, рр. 268–276. (In Russian).
Z.G. TER-MARTIROSYAN, Doctor of Sciences (Engineering), A.Z. TER-MARTIROSYAN, Candidate of Sciences (Engineering),
E.S. SOBOLEV, Engineer (e.s.sobolev@mail.ru)
Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, 129337, Moscow, Russian Federation)
Stress-Strain State of Soil Mass When Sinking a Pile into the Guiding Borehole Statements and solutions of contact problems of the stress-strain state (SSS) of the soil mass interacting with a pile with due regard for elastic-plastic properties of soils are presented. The sinking of the pile into the guiding borehole by jacking leads to the initiation of complex SSS in the soil surrounding the pile and under the pile tip which defines its bearing capacity under the impact of external load. At present, the bearing capacity of jacked piles when arranging guiding boreholes is determined by the tables of normative documents or by the results of field tests of the pile, i.e. without accounting of SSS, which is formed around the pile. The analytical solution of the problem of interaction of the jacked pile with soil ground with due regard for linear and non-linear properties of soils makes it possible to evaluate quantitatively the bearing capacity of jacked piles depending on the parameters of strength and deformability of soil without the use of tables and normative documents. Keywords: stress-strain state, guiding borehole, jacked piles, deformability of soils. References
1. Ter-Martirosyan Z.G., Korolev M.V., Konash V.M. Interaction crushing pile with a uniform and non-uniform basis, taking into account nonlinear and rheological properties of soils. Vestnik MGSU. 2008. No. 2, pp. 63–80. (In Russian).
2. Doroshkevich, N.M., Znamenskii, V.V., Kudinov, V.I. Engineering methods of calculation of pile foundations for different schemes of loading. Vestnik MGSU. 2006. No. 1, pp. 119–132. (In Russian).
3. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sidorov V.V. Creep and long-term bearing capacity of a long pile in clay. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering «Callenges and innovations in geotechnics». Paris. 2013, pp. 2882–2884.
4. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sobolev E.S. Stress-strain state of nonlinear deformable soil mass enclosing a long pile. Proceedings of XIII International Symposium on Rheology of soils. Kazan: KSUAE. 2012, pp. 48–52. (In Russian).
5. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sobolev E.S. Creep and vibrocreep sandy soils. Inzhenernye izyskaniya. 2014. No. 4–5, pp. 24–28. (In Russian).
Stress-Strain State of Soil Mass When Sinking a Pile into the Guiding Borehole Statements and solutions of contact problems of the stress-strain state (SSS) of the soil mass interacting with a pile with due regard for elastic-plastic properties of soils are presented. The sinking of the pile into the guiding borehole by jacking leads to the initiation of complex SSS in the soil surrounding the pile and under the pile tip which defines its bearing capacity under the impact of external load. At present, the bearing capacity of jacked piles when arranging guiding boreholes is determined by the tables of normative documents or by the results of field tests of the pile, i.e. without accounting of SSS, which is formed around the pile. The analytical solution of the problem of interaction of the jacked pile with soil ground with due regard for linear and non-linear properties of soils makes it possible to evaluate quantitatively the bearing capacity of jacked piles depending on the parameters of strength and deformability of soil without the use of tables and normative documents. Keywords: stress-strain state, guiding borehole, jacked piles, deformability of soils. References
1. Ter-Martirosyan Z.G., Korolev M.V., Konash V.M. Interaction crushing pile with a uniform and non-uniform basis, taking into account nonlinear and rheological properties of soils. Vestnik MGSU. 2008. No. 2, pp. 63–80. (In Russian).
2. Doroshkevich, N.M., Znamenskii, V.V., Kudinov, V.I. Engineering methods of calculation of pile foundations for different schemes of loading. Vestnik MGSU. 2006. No. 1, pp. 119–132. (In Russian).
3. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sidorov V.V. Creep and long-term bearing capacity of a long pile in clay. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering «Callenges and innovations in geotechnics». Paris. 2013, pp. 2882–2884.
4. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sobolev E.S. Stress-strain state of nonlinear deformable soil mass enclosing a long pile. Proceedings of XIII International Symposium on Rheology of soils. Kazan: KSUAE. 2012, pp. 48–52. (In Russian).
5. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sobolev E.S. Creep and vibrocreep sandy soils. Inzhenernye izyskaniya. 2014. No. 4–5, pp. 24–28. (In Russian).
R.E. DASHKO, Doctor of Sciences (Geology and Mineralogy) (regda2002@mail.ru), I.Yu. LANGE, Geologist
Saint-Petersburg State mining institute (1, 22nd Line, Vasilyevsky Island, 199106 Saint Petersburg, Russian Federation)
Negative Consequences of Underground Environment Contamination with Petroleum Hydrocarbons: Transformation of Soils and Structural Materials Natural and anthropogenic factors of the transformation of the underground space of St. Petersburg are analyzed. Results of the study of petroleum contamination of the city underground space are presented; main sources of oil products ingress into the underground medium are shown. The influence of processes of activization of microbiological activity and biochemical transformation of petroleum hydrocarbons, changes in oxidation-reduction and acid-alkali conditions of the environment are considered. Some aspects of the effect of microorganisms on the geotechnical conditions of construction, changes in the compositions and properties of sand-clay deposits are also considered. Results of the determination of chemical composition of ground waters within the limits of the south-west part of Vasilyevsky Island under the effect of petroleum contamination are presented. A summary of results of microbiological studies in the soil depth section on the territory of the 26st Line of Vasilyevsky Island is given. Processes of biocorrosion of concrete structures have been studied. Keywords: underground space, petroleum hydrocarbons, microbiota, biocorrosion, concrete structures. References
1. Dashko R. E., Lange I.Ue. Pollution influence by oil products and their degradations in the underground environment on geotechnical parameters of sandy-argillaceous soil. Geotekhnika. 2013. No. 5/6, pp. 62–75. (In Russian).
2. Dashko R.E., Vlasov D. Yu., Shidlovskaya A. V. Geotekhnikai podzemnaya mikrobiota. [Geotechnics and Underground microbiota]. Saint-Petersburg: PI Georeconstruction. 2014. 280 p.
3. Erofeyev V. T., Smirnov V. F., Kasimkina M. M., Khudyakov VA., Smirnova O. N. Research of impact of biologically active environments on sheetings of construction designs. Privolzhskiy nauchnyy zhurnal. 2010. No. 1, pp. 30–34. (In Russian).
4. Dashko R.E., Korobko A.A. Geotechnical Aspects of Study of Lower Cambrian Clays of Saint-Petersburg as the Base of Structures. Zhilishchnoe stroitel’stvo [Housing Construction]. 2014. No. 9. pp. 19–22. (In Russian).
Negative Consequences of Underground Environment Contamination with Petroleum Hydrocarbons: Transformation of Soils and Structural Materials Natural and anthropogenic factors of the transformation of the underground space of St. Petersburg are analyzed. Results of the study of petroleum contamination of the city underground space are presented; main sources of oil products ingress into the underground medium are shown. The influence of processes of activization of microbiological activity and biochemical transformation of petroleum hydrocarbons, changes in oxidation-reduction and acid-alkali conditions of the environment are considered. Some aspects of the effect of microorganisms on the geotechnical conditions of construction, changes in the compositions and properties of sand-clay deposits are also considered. Results of the determination of chemical composition of ground waters within the limits of the south-west part of Vasilyevsky Island under the effect of petroleum contamination are presented. A summary of results of microbiological studies in the soil depth section on the territory of the 26st Line of Vasilyevsky Island is given. Processes of biocorrosion of concrete structures have been studied. Keywords: underground space, petroleum hydrocarbons, microbiota, biocorrosion, concrete structures. References
1. Dashko R. E., Lange I.Ue. Pollution influence by oil products and their degradations in the underground environment on geotechnical parameters of sandy-argillaceous soil. Geotekhnika. 2013. No. 5/6, pp. 62–75. (In Russian).
2. Dashko R.E., Vlasov D. Yu., Shidlovskaya A. V. Geotekhnikai podzemnaya mikrobiota. [Geotechnics and Underground microbiota]. Saint-Petersburg: PI Georeconstruction. 2014. 280 p.
3. Erofeyev V. T., Smirnov V. F., Kasimkina M. M., Khudyakov VA., Smirnova O. N. Research of impact of biologically active environments on sheetings of construction designs. Privolzhskiy nauchnyy zhurnal. 2010. No. 1, pp. 30–34. (In Russian).
4. Dashko R.E., Korobko A.A. Geotechnical Aspects of Study of Lower Cambrian Clays of Saint-Petersburg as the Base of Structures. Zhilishchnoe stroitel’stvo [Housing Construction]. 2014. No. 9. pp. 19–22. (In Russian).
 |
 |
 |
 |
 |
 |