S.V. NIKOLAEV, Doctor of Sciences (Engineering) (ingil@ingil.ru) OAO «TSNIIEP zhilykh i obshchestvennykh zdany (TSNIIEPzhilishcha)» (9, structure 3, Dmitrovskoye Highway, 127434, Moscow, Russian Federation)

The Possibility of Revival of House Building Factories on the Basis of Domestic Equipment

In 2014 the level of 1986–1987 was overcome and the amount of new housing supply reached 81 mln.m2. Most of the amount of housing was constructed according to the technology of large-panel housing construction that is the result of the revival of large-panel house building in Russia. That was the name of the first International scientific-practical conference organized and held by TSNIIEPzhilishcha in cooperation with the joint editorial board of journals «Building Materials» and «Housing Construction» in 2011 in Moscow. In 2014 it received the sonorous name – InterConPan. In 2015 the conference will be held in the fifth time. The result of this event is the appearance of the professional community which is united by the single idea to promote and implement the principles of construction of qualitative, affordable, beautiful, and technological housing.

Keywords: large-panel housing construction, house building factory, technology, design, multi-hollow slab, standard project, platform joint, pallets, nodes.

References
1. Sokolov B.S., Mironova Yu.V., Gataullina D.R. Ways of Overcoming of Crisis Situation in Large-Panel Housing Construction. Stroitel’nye Materialy [Construction Mate rials]. 2011. No. 3, pp. 4–6. (In Russian).
2. Tikhomirov B.I., Korshunov A.N. The line of bezopalubochny formation – efficiency plant with flexible technology. Stroitel’nye Materialy [Construction Materials]. 2012. No. 4, pp. 22–26. (In Russian).
3. Nikolaev S.V. Solution of Housing Problem in the Russian Federation on the Basis of Reconstruction and Technical Re-equipment of Housing Construction Industrial Base. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2010. No. 2, pp. 2–5. (In Russian).
4. Ostretsov V.M., Magay A.A., Voznyuk A.B. , Gorelkin A.N. Flexible System of Panel Housing Construction. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2011. No. 8, pp. 8–11. (In Russian).
5. Gryzlov of V.S. Shlakobetona in large-panel housing construction. Stroitel'nye Materialy [Construction materiаls]. 2011. No. 3 , pp. 40–41. (In Russian).
6. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
7. Nikolaev S.V. Panel and Frame Buildings of New Generation. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2013. No. 8, pp. 2–9. (In Russian).
8. Davidyuk A.N., Nesvetayev G.V. Large-panel housing construction – the important reserve for the solution of housing problem in Russia. Stroitel'nye Materialy [Construction materiаls]. 2013. No. 3, pp. 24–25. (In Russian).
9. Blazhko V.P. A Fastener for Connection of Structural Elements of a Panel Building. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2014. No. 1–2, pp. 3–6. (In Russian).
10. Patent RF 2521025. Pustotnaya plita s mnogopustotnymi usilitelyami [Hollow plate with multihollow amplifiers]. Nikolaev S.V., Blazhko V.R. Declared 12.04.2013. Published 27.06.2014. Bulletin No. 18. (In Russian).

E.I. KIREEVA, Candidate of Sciences (Engineering), N.V. DUBYNIN, Candidate of Architecture (arh_nauka@mail.ru) OAO «TSNIIEP zhilykh i obshchestvennykh zdaniy (TSNIIEPzhilishcha)» (9, structure 3, Dmitrovskoy Highway, 127434, Moscow, Russian Federation)

Examples of Modernization of Large-Panel Buildings of Standard Series

The article considers methods for modernization of standard series of large-panel residential buildings in the light of the rebirth of large-panel housing construction in Russia. In doing so, the main task is a smooth transition of house building factories from the construction of obsolete series to modern architectural and structural solutions of buildings and new production technology. To confirm the efficiency of methods offered for regions of Russia – average and large cities – the examples of address feasibility studies conducted by specialists of OAO «TSNIIEPzhilishcha» for HBF of such cities as Vyazma, Yaroslavl, Saratov, Orel, Pskov are presented. The conclusion about the prospectiveness of this way of modernization in the large panel house building is made.

Keywords: large-panel house building, modernization of standard series, house building factories, architecture of large-panel residential buildings, structures of large-panel residential buildings.

References
1. Nikolaev S.V. Social housing at a new stage of improvement. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 3, pp. 2–8. (In Russian).
2. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Mate rialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
3. Nikolaev S.V. Panel and Frame Buildings of New Generation. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2013. No. 8, pp. 2–9. (In Russian).
4. Nikolaev S.V. Revival of large-panel housing construction in Russia. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012. No. 4, pp. 2–8. (In Russian).
5. Kireeva E.I. The strength of the horizontal joints between the panels and hollow core slabs in large-panel buildings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 10, pp. 2–6. (In Russian).
6. Granik M.Y., Dubynin N.V., Semikin P.P. Finish large-panel buildings decorative rugs as a means of enhancing their architectural diversity. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 3, pp. 35–37. (In Russian).

T.V. FATYKHOVA, Deputy General Director for technical development and product quality (industry@domkor.com) OOO «Domkor Industry» (25, Profilnaya Street, BSI promzone, 423800, Naberezhnye Chelny, Republic of Tatarstan, Russian Federation)

Construction Holding «Domkor»: New Possibilities for the Company after Reconstruction of Equipment

One of the most important criterion of the quality of life of the population is housing. This indicator is different in different regions of the Russian Federation. For several years the Republic of Tatarstan remains one of the leaders according to this indicator. If on the average in the Russian Federation the annual new housing supply is 0.55 m2 per person, in the Republic of Tatarstan in 2014 this figure was 0,62 m2 per person. The Government of the Republic of Tatarstan declares that there are preconditions for annual construction of 1 m2 per person.

Keywords: large panel house building, house building factory, reconstruction, modernization, energy saving, resource saving.

References
1. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
2. Ostretsov V.M., Magay A.A., Voznyuk A.B., Gorelkin A.N. Flexible System of Panel Housing Construction. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2011. No. 8, pp. 8–11. (In Russian).
3. Nikolaev S.V. Revival of large-panel housing construction in Russia. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012. No. 4, pp. 2–8. (In Russian).
4. Tikhomirov B.I., Korshunov A.N. The line of bezopalubochny formation – efficiency plant with flexible technology. Stroitel’nye Materialy [Construction Materials]. 2012. No. 4, pp. 22–26. (In Russian).
5. 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. 3, pp. 4–6. (In Russian).
6. Lugovoy А.N. Composite Flexible Bracings for Three-Layered Thermal Efficient Panels. Stroitel'nye Materialy [Construction materiаls]. 2011. No. 3, pp. 32–33. (In Russian).
7. Lugovoy А.N. Enhancement of Energy Efficiency of Enclosing Structures. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 5, pp. 22–24. (In Russian).

A.S. KALINICHENKO, Chief Designer, (kalinichenko.as@shpro.ru) OOO «Sotszhilproekt» (3, Gladkova Street, Penza, 440000, Russian Federation)

A Single-Family House is Built for 48 Hours and Designed During 1–2 Days!

Allplan Precast, based on principles of BIM modeling, ensures the error-free and fast speed of precast construction. Products of an individual form are profitably designed, manufactured and used that gives radically new possibilities for realization of the individual architecture by the industrial method. The speed and accuracy of designing in BIM Allplan Precast are guaranteed due to the auto-breaking of an architectural model on products, automatism of detailed modeling of products, auto-release of readable drawings of products by pressing the button, connection with 1C, and if it will be necessary in the future, the release of NPC data for production in case of its development towards automation.

Keywords: BIM modeling, Allplan Precast, prefabricated reinforced concrete, speed of construction, individual architecture by industrial method.

References
1. Nikolaev S.V., Shrejber A.K., Hajutin Ju.G. Innovativeness of Panel-Frame House Building System. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2014. No. 5, pp. 3–8. (In Russian).
2. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
3. Nikolaev S.V. Revival of large-panel housing construction in Russia. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012. No. 4, pp. 2–8. (In Russian).
4. Tikhomirov B.I., Korshunov A.N. The line of bezopalubochny formation – efficiency plant with flexible technology. Stroitel’nye Materialy [Construction Materials]. 2012. No. 4, pp. 22–26. (In Russian).
5. 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. 3, pp. 4–6. (In Russian).
6. Bolshakov D.V. Conditions of Development of Innovation Business-Projects in Construction Industry. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2014. No. 5, pp. 41–43. (In Russian).

B.I. TIKHOMIROV, General Director, A.N. KORSHUNOV, Deputy General Director for Science (papadima53@yandex.ru) ZAO «Kazansky GIPRONIIAVIAPROM» (1, Dement’eva Street, 420127, Kazan, Republic of Tatarstan, Russian Federation)

Innovative Universal System of Large-Panel House Building with a Narrow Spacing

A design block of large-panel house building and its connection with the factory manufacturing of precast products is considered. It is proposed to use the universal system of large panel house building with narrow spacing as a basic system both for large panel prefabrication plants modernized for flexible technology and existing large panel prefabrication plants with inflexible technology that makes it possible to reduce the labor costs and the time for design of panel buildings. The system has multi-variant layouts of flats with various combinations of block-sections in the basic structure as well as the module principle of design of new block-sections on the basis of existing ones.

Keywords: universal system of large panel house building, basic block-section, function of reducing or increasing in room length, function of increase in room width, module principle of block-sections designing, flexible plant technology, reducing of labor costs and volumes of design works.

References
1. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
2. Nikolaev S.V. Panel and Frame Buildings of New Generation. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2013. No. 8, pp. 2–9. (In Russian).
3. Tikhomirov B.I., Korshunov A.N. The line of bezopalubochny formation – efficiency plant with flexible technology. Stroitel’nye Materialy [Construction Materials]. 2012. No. 4, pp. 22–29. (In Russian).
4. Tikhomirov B. I., Kites A.N, Shakirov R. A. Universal system of large-panel housing construction with multiple plannings of apartments and their various combinations in a basic design of block section. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2012. No. 4, рр. 13–20. (In Russian).
5. Tikhomirov B. I., Kites A.N., Shakirov R. A., Gizzatullin A.R. Modernization of the efficiency regional series when developing the new project of the house. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2011. No. 3, рр. 15–19. (In Russian).
6. Patent RF 124272. Krupnopanel'noe zdanie [Large-panel building]. Tikhomirov B.I., Korshunov A.N. Declared 20.02.2012. Published 10.04. 2014. Bulletin No. 10. (In Russian).
7. Patent RF 124272. Krupnopanel'noe zdanie [Large-panel building]. Tikhomirov B.I., Korshunov A.N. Declared 20.02.2012. Published 20.01.2013. Bulletin No. 2. (In Russian).
8. Tikhomirov B.I., Korshunov A.N. Improvement of Conditions of Insolation of Residential Buildings during Development of Construction Site. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2013. No. 3, pp. 16–19. (In Russian).

A.A. HOFFMANN (andre.hoffmann@halfen.ru), Representative of Halfen International GmbH Russian Representative Office of Halfen International GmbH (31, office 8, Novinsky Boulevard, 123242, Moscow, Russian Federation)

Features of Construction of Reinforced Concrete Facades

The facade is the face of the building, that’s why it is a kind of business card of the architect, especially if they are facades of state institutions and representative offices of large companies. Such building material as concrete has a variety of shapes and colors. Besides, prefabricated reinforced concrete products have high quality and are economically profitable for erection and maintenance. It is shown that, for the absence of mistakes in the course of design and erection, it is necessary, already at early stages, to cooperate with the technical department of the manufacturer of discrete connection systems and follow its recommendations. The importance of timely contact of a customer with the technical department of the manufacturer of discrete connections even before the emergence of difficulties during the operation of the reinforced concrete façade is noted.

Keywords: discrete connections, reinforced concrete façade, anchors, facing layer, heat insulation.

References
1. Volker Herrnkind. Fassaden aus Betonfertigteilen. Beton Werk International. 2010. No. 3, рр. 164–169.
2. Tikhonov I.N., Shtriter K.F., Balakin M. D., Meshcherya kov A.S., Volkodayev Yu.K. A new design of a bezrulonny roof for roofs with a warm attic from precast concrete for houses of the I-155 series. Beton i zhelezobeton. 2007. No. 2, рр. 4–7. (In Russian).
3. Danel V.V. Zhyostkosti of joints of ferroconcrete elements, peresekayemykh armaturny cores, at stretching and shift. Stroitel'stvo i rekonstruktsiya. 2014. No. 6 (56), pp. 25–29. (In Russian).
4. Jens G. Geffert. Anchoring of large size concrete precast facades. Concrete Plant International. 2006. No. 1, рр. 176– 189.
5. Danel V.V. Solution of the problem of vertical joints of external wall panels. Zhilishchnoe stroitel'stvo [Housing construction]. 2014. No. 3, pp. 44–45. (In Russian).
6. Danel V.V., Kuzmenko I.N. Determination of rigidity at compression of platform and platform and monolithic joints of large-panel buildings. Stroitel'naya mekhanika i raschet sooruzhenii. 2010. No. 2, pp. 7–13. (In Russian).

N.I. DEMKIN, General Director, S.N. YUZHAKOV, Executive Director, A.A. BATYRSHIN, Head of Design Department (proekt@pzsp.ru) OAO «PZSP» (31, Dokuchaeva Street, 614031, Perm, Russian Federation)

Experience of Modernization of Large-Panel Residential Buildings with External Single-Layer Gas Concrete Wall

It is shown that on the basis of well-tested technical solutions and the existing technology, the stage-by-stage modernization of the large-panel house building is possible without solid investments in the manufacturing base. Results of the study of possibility to produce a single-layer non-bearing external panel made of gas concrete are presented. Multi-storey houses with the single-layer external wall panel of 350 mm thickness meeting the requirements of normative documentation are built in the city of Perm.

Keywords: single-layer non-bearing gas concrete panels of external walls, projects of 10- and 16-storey large panel residential buildings of PSPF, energy saving, resource saving, floor panels with round voids of 140 mm with uniform strength end faces, individual metering and regulation of heat energy.

References
1. Nikolaev S.V. Social housing at a new stage of improvement. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 3, pp. 2–8. (In Russian).
2. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
3. Nikolaev S.V. Panel and Frame Buildings of New Generation. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2013. No. 8, pp. 2–9. (In Russian).
4. Nikolaev S.V. Revival of large-panel housing construction in Russia. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012. No. 4, pp. 2–8. (In Russian).
5. Sakharnikov Yu.V. Production of large-format products from autoclave cellular concrete for construction of houses of the E600p series. Collection of reports of the scientific and practical conference «Modern Autoclave Gas Concrete» [Sbornik dokladov nauchno-prakticheskoi konferentsii «Sovremennyi avtoklavnyi gazobeton».]. Krasnodar. 15–17.05.2013, рр. 51–56. (In Russian)

Ph. MEUSER, Architect (info@meuser-architekten.de) Meuser Architekten GmbH (10117, Berlin, Germany, Caroline-von-Humboldt-Weg, 20)

Ten Parameters for Standardised Mass Housing. Peculiarities and Prospects of Panel House Building in the XXI Century

Industrial housing construction has a great potential for development. There are technological and economic possibilities for eradication of the image of monotonic and uniform housing construction and appearance of qualitative new, architecturally diverse, ennobled, social industrial housing construction. Parameters, which can be changed without great expenses and will favor the improvement of large panel housing construction quality, are presented.

Keywords: industrial construction, large-panel housing construction, social housing, houses building factory, comfortable urban environment.

References
1.Nikolaev S.V., Shrejber A.K., Hajutin Ju.G. Innovativeness of Panel-Frame House Building System. Zhilishchnoe Stroitel'stvo [Housing Construction]. 2014. No. 5, pp. 3–8. (In Russian).
2. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
3. Retejum A.Ju. «Green» standards and sustainable development in the field of Architecture, Planning and Construction. Arhitektura i stroitel'stvo Rossii. 2014. No. 8, pp. 18–24. (In Russian).
4. Sergienko L.I., Podkolizin M.M. Green building as an ele ment of sustainable development of Russia. Jekologija urba nizirovannyh territorij. 2010. No. 1, pp. 18–23. (In Russian).
5. Umniakova N.P. Rising of energo-effective buildings to reduce the action for sustainable. Vestnik MGSU. 2011. No. 3, pp. 221–227. (In Russian).

A.I. KAZUS, General Director (Alexander@ficote.com) OOO «Fikote Inzhiniring» (9, structure 12, Godovikova Street, 129085, Moscow, Russian Federation)

Experience in the Use of BIM Technologies When Designing 12–14-Storey Double-Section Residential Building in Kazan

The increasing complexity of designing large-panel buildings makes necessary to quickly introduce changes, connect a large number of engineering systems with each other and with the building structures. It is necessary to ensure the direct export of data to the manufacturing equipment of the factory at the producing stage, to plan with high accuracy and to track construction process in real time, to have an instrument for competent management of the life cycle of the building during its operation. The application of BIM (Building Information Modeling) technologies of parametric modeling makes it possible to ensure all these needs. An algorithm of designing the object with the use of BIM is presented.

Keywords: BIM, large-panel housing construction, design stages, design documentation, parametric modeling.

References
1. Nikolaev S.V. Panel and Frame Buildings of New Generation. Zhilishchnoe Stroitel'stvo [Housing Const ruction]. 2013. No. 8, pp. 2–9. (In Russian).
2. Korniyenko V.D., Chikota S.I. Stages of development of multiroom houses for mass building of the cities of Russia. Actual problems of modern science, equipment and education. 2014. T. 2. No. 1, рр. 19–23. (In Russian).
3. Lekarev I.N., Safin A.M., Sidorov A.G. Conception of Construction from Prefabricated Concrete According to WHaus Standard // Zhilishchnoe Stroitel'stvo [Housing Construction]. 2014. No. 5, pp. 20–25. (In Russian).
4. Yumasheva E.I., Sapacheva L.V. House-building industry and social order of time. Stroitel'nye Materialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
5. Davidyuk A.N., Nesvetayev G.V. Large-panel housing con struction – the important reserve for the solution of housing problem in Russia. Stroitel'nye Materialy [Construction materiаls]. 2013. No. 3, pp. 24–25. (In Russian)

B.S. SOKOLOV, Doctor of Sciences (Engineering) (sokolov@kgasu.ru) Kazan State of Architecture and Construction (1, Zelenaya Street, Kazan, 420043, Russian Federation)

To Calculation of Wall Panels of Buildings with Use of Frame and Rod Models

The frame and rod models of wall panels of different constructive decisions developed by the author for their calculation for durability and crack resistance for the uniform technique based on the theory of power resistance of anisotropic materials to compression are presented.

Keywords: beams walls, durability, crack resistance, settlement models.

References
1. Sokolov B.S. Improvement of a calculation procedure and designing of wall panels of large-panel buildings // Zhilishhnoe stroitel'stvo. 2011. No. 6, pр. 26–30. (In Russian).
2. Sokolov B.S. Teoriya silovogo soprotivltniya anizotropnykh materialov szhatiyu i ee prakticheskoe primenenie [The theory of the power of resistance to compression of anisotropic materials and its practical application]. Moscow: ASV, 2011. 160 p.
3. Artur H.Nilson, David Darwin, Charles W.Dolan. Design of concrete structures // Fourteenth Edition. 2013. 787 р.
4. 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. 3, pp. 4–6. (In Russian).
5. Yumasheva E.I., Sapacheva L.V. The house-building industry and the social order of time. Stroitel'nye Mate rialy [Construction materiаls]. 2014. No. 10, pp. 3–11. (In Russian).
6. Nikolaev S.V. SPDK is the System of Housing Construction for Future Generations. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 1, pp. 2–4. (In Russian).
7. Tikhomirov B.I., Korshunov A.N. The line of bezopalubochny formation – efficiency plant with flexible technology. Stroitel’nye Materialy [Construction Materials]. 2012. No. 4, pp. 22–26. (In Russian).

O.V. FOTIN, Director of Design-and-Engineering Department (fotin@new-gorod.ru) ZAO “Irkutsk Integrated House Building Factory” (60, 135, Trudovaya Street, 664047, Irkutsk, Russian Federation)

FBD “Irkutsk Frame” System for Multi-Storey Buildings and Structures

The FBD “Irkutsk Frame” system (rigid frame bracing system with diaphragms) is presented. Structural features of the design of a unit of the column-girder system and its assembling are described in details. Issues of reducing labor expenditures and resources for producing details and their assembling are considered. Examples of using the FBD “Irkutsk Frame” system under conditions of Irkutsk, seismically active region of construction, are presented. It is noted that the equipment for manufacturing products of the FBD “Irkutsk Frame” system is mainly domestic production.

Keywords: construction of multi-storey buildings and structures, FBD “Irkutsk Frame” system (rigid frame bracing system with diaphragms), column-girder unit, seismically active region, resource saving, power saving.

References
1. Yarmakovsky V.N. Energy saving by production of elements of constructive and technological systems of buildings, their construction and operation. Stroitel'nye Materialy [Construction materiаls]. 2013. No. 6, pp. 1–3. (In Russian).
2. Karpenko N.I., Yarmakovsky V.N. The main directions of energy saving at construction and operation of buildings. Part 1. Energy saving at a stage of production of construction materials, wall products and the protecting dsigns. Stroitel'nye Materialy [Construction materiаls]. 2013. No. 7, pp. 12–21. (In Russian).
3. Karpenko N.I., Yarmakovsky V.N. The main directions of energy saving at construction and operation of buildings. Part 1 (continuation). Energy saving at a stage of production of construction materials, wall products and the protecting designs. Stroitel'nye Materialy [Construction materiаls]. 2013. No. 8, pp. 1–8. (In Russian).
4. Karpenko N.I., Yarmakovsky V.N. The main directions of energy saving at construction and operation of buildings. Part 2. Energy saving at a stage of installation (construction) of constructive system of the building and its operation. Stroitel'nye Materialy [Construction materiаls]. 2013. No. 9, pp. 46–53. (In Russian).
5. Semchenkov A.S., Boboshko V.I., Mantsevich A.Yu., Shevtsov D.A. The resource-energy saving ferroconcrete columned and panel constructive and construction systems (CCS) for civil buildings. Vestnik MGSU. 2012. No. 2, T. 1. Pp. 125–127. (In Russian).
6. Patent Russian Federation 85174. Uzel sopryazheniya rigelya s kolonnoi [Knot of interface of a crossbar to Column]. Mustafin I.I., Kayumova A.S., Mustafina A.I. Declared 11.01.2009. Published 27.07.2009. Bulletin No. 21. (In Russian).
7. Patent Russian Federation 73365. Rigel' karkasnogo zdaniya [Crossbar of the frame building]. Lukonin of V.A., Prokopovich A.A., Repekto V.V. Declared 09.01.2008. Opubl. 20.05.2008. Bulletin No. 14. (In Russian).
8. Patent Russian Federation 84881. Karkas zdanii i sooruzhenii [Framework of buildings and Constructions]. Veshchuyev P.S., Lukonin V.A., Prokopovich A.A., Repekto V.V. Declared 19.03.2009. Published 20.07.2009. Bulletin No. 20. (In Russian).
9. Patent Russian Federation 96143. Karkas zdanii i sooruzhenii [Framework of buildings and Constructions]. Utkin V.V., Marzhansky V.A., Tsalyuk I.G., Korolev S.A., Kopsha S.P. Declared 31.03.2010. Published 20.07.2010. Bulletin No. 20. (In Russian).
10. Patent Russian Federation 122676. Karkas zdanii i sooruzhenii [Framework of buildings and Constructions]. Utkin V.V., Kuzmin A.E., Makarkin S.V., Putilin V.P., Tsalyuk I.G. Declared 07.06.2012. Published 10.12.2012. Bulletin No. 34. (In Russian).
11. Patent Russian Federation for useful model No. 143211. Sbornyi zhelezobetonnyi karkas mnogoetazhnogo zdaniya [Combined ferroconcrete framework of the multystoried building]. Fotin of O.V., Zimin A.S., Kiselyov D.V. Declared 17.02.2014. Published 20.07.2014. Bulletin No. 20. (In Russian).
12. Yarmakovsky V.N., Semchenkov A.S., Trestles M.M., Shevtsov D.A. About energy saving when using innovative technologies in constructive systems of buildings in the course of their creation and construction. Vestnik MGSU. 2011 No. 3, T. 1, рр. 209–2015. (In Russian).

N.V. KLUEVA, Doctor of Sciences (Engineering) (klynavit@yandex.ru), V.I. KOLCHUNOV, Doctor of Sciences (Engineering), D.A. RYPAKOV, Engineer (rypakov89@mail.ru), A.S. BUKHTIYAROVA, Candidate of Sciences (Engineering) Southwest State University (94, 50 let Oktyabrya Street, Kursk, 305040, Russian Federation)

Public Buildings of Industrially Manufactured Reinforced Concrete Frame-Panel Elements

The work presents new structural solutions for residential and public buildings assembled of industrially manufactured RC frame-panel elements. Precast and cast-in-situ structures are proposed to be constructed from the internal longitudinal and transverse wall panels or frame-panels connected to each other by means of connecting inserts. The floor structures are hollow-core slabs of various types with precast and cast-in-sity support joints bearing against wall panels. External walls of the building are designed as blockwork walls supported on RC bindinggirders with holes for thermal insulation. The limit state calculations have confirmed the compliance of the structures to the required level of structural safety under service load and in case ofpossible actions beyond design basis. The offered structural solutions provide hi-tech construction of a building, higher speed of construction, low power consumption and essential decrease in a material capacity as well as in cost of bearing structures

Keywords: framework of a building, frame-panel, industrial production, reinforced concrete

References
1. Kolchunov V.I., Osovskikh E.V., Fomichev S.I. Durability of ferroconcrete platform joints of residential buildings with cross wall system from panel elements // Zhilishchnoe stroitel'stvo [Housing Construction]. 2009. No. 12, pp. 12–16. (In Russian).
2. Dykhovichnyi Yu.A., Kolchunov V.I. Zhilye i obshchestvennye zdaniya: kratkii spravochnik inzhenera-konstruktora. Tom 2 [Residential and public buildings: short reference book of the design engineer. Volume 2]. Moscow: ACB. 2011. 400 p.
3. Nikolaev S.V. Panel and frame buildings of new generation // Zhilishchnoe stroitel'stvo [Housing Construction]. 2013. No. 8, pp. 2–9. (In Russian).
4. Klyueva N.V., Kolchunov V.I., Bukhtiyarova A.S. The preserving resource and energy constructive system of residential and public buildings with the set level of constructive safety // Promyshlennoe i grazhdanskoe stroitel'stvo. 2014. No. 2, pp. 37–41. (In Russian).
5. Il'ichev V.A., Kolchunov V.I., Kobeleva S.A. Criteria model of a full resource cycle – a basis of ecological safety of construction // Promyshlennoe i grazhdanskoe stroitel'stvo. 2014. No. 12, pp. 3–6. (In Russian).
6. Patent RF 2506385. Zdanie iz panel'nykh elementov [The building from panel elements]. Il'ichev V.A., Kolchunov V.I., Klyueva N.V., Bukhtiyarova A.S. Declared 01.08.2012. Published 10.02.2014. Bulletin No. 4. (In Russian).
7. Bondarenko V.M., Kolchunov V.I. Raschetnye modeli silovogo soprotivleniya zhelezobetona [Settlement models of power resistance of reinforced concrete ]. Moscow: ACB. 2004. 472 p.
8. Klyueva N.V., Chernov K.M., Kolchunov Vl.I., Yakovenko I.A. Durability of ferroconcrete compound designs and new criteria of destruction in a zone of inclined cracks // Promyshlennoe i grazhdanskoe stroitel'stvo. 2014. No. 11, pp. 36–40. (In Russian).
9. Kolchunov V.I., Klyueva N.V., Androsova N.B., Bukhtiyarova A.S. Zhivuchest' zdanii i sooruzhenii pri zaproektnykh vozdeistviyakh [Durability of buildings and structures under actions beyond design basis]. Moscow: ACB. 2014. 208 p.

Yu.A. PANTELEEV, Chief Structural Engineer (pantikopei@list.ru) Central Scientific and Research Institute of Building Structures Named after V.A. Kucherenko (6, 2-ya Institutskaya Street, 109428, Moscow, Russian Federation)

Standardized Design. XXI Century

The contemporary standardized design in the country will make it possible to save hundreds of billion per year. This will be possible as a result of applying the latest design techniques, modern technologies of construction and operation of facilities. It is shown that construction organizations will be able to reduce the expenditures due to the use of typical designs as well as through the use of new production technologies, better organization of the building process, competent personnel of builders and engineering-technical employees. Basic ways of cost reduction in housing construction are presented.

Keywords: standardized design in construction, BIM technology, monitoring of building structures, monitoring of building operation, profit in construction, financial expenses, burden costs, cost reduction in housing construction, creation of new jobs.

References
1. Chikovskaya I. I. Introduction of BIM – experience, scenarios, mistakes, conclusions. SAPR i grafika. 2013. No. 8 (202), рр. 18–22. (In Russian).
2. Antipanov A.I. The concept of BIM in architectural design, construction and professional education. Arkhitektura. Stroitel'stvo. Obrazovanie. 2013. No. 2, рр. 66–71. (In Russian).
3. Poluektov V.V. of BIM technology in design of town-planning and architectural objects. Nauchnyi zhurnal. Inzhenernye sistemy i sooruzheniya. 2014. T. 1. No. 4 (17), рр. 91–97. (In Russian).
4. Chikovskaya I.I., Novozhenina I.N. Tendencies of development of BIM in Russia. SAPR i grafika. 2014. No. 8 (214), рр. 8–10. (In Russian).

A.A. DEMBICH, Candidate of Architecture, Kazan State University of Architecture and Engineering (1, Zelenaya Street, 420043, Kazan, Russian Federation)

Urban Development of Kazan on the Threshold of New Master Plan

The existing Master Plan of Kazan was developed on the basis of the competition of the city urban development ideas conducted in the end of 2002. The Master Plan was prepared and approved with significant oversights and faults manifested in the attempts of its realization. There are high hopes for the new draft Master Plan which could make it possible to direct the urban development of Kazan to the right mainstream. At present, the government of Tatarstan began a new project “Strategy of Social and Economic Development of the Republic of Tatarstan – Tatarstan – 2030). At the same time, since the autumn of 2014, the work on collection of the source material and preparation of a preliminary concept of the Master Plan of Kazan began. But there is a danger to obtain the Master Plan implementation of which will face problems and opposition to reality.

Keywords: master plan, agglomeration, agglomeration belt, development model.

References
1. Zagorodnov E.I. About the power on the earth. Upravlenie razvitiem territorii. 2014. No. 4, рр. 7–9. (In Russian).
2. Vladimirov V.V. Upravlenie gradostroitel'stvom i territo rial'nym razvitiem [Management of Urban Development and Territorial Development]. Moscow: RAASN. 2000. 42 р.
3. Lappo G.M. Razvitie gorodskikh aglomeratsii v SSSR [Development of urban agglomerations in the USSR]. M.: Nauka. 1978. 152 р.
4. Lezhava I.G. Vybor the XXI century – linear structure of city systems. Izvestiya KazGASU. 2009. No. 2, рр. 66–69. (In Russian).
5. Lola A.M. Osnovy gradovedeniya i teorii goroda [Funda mentals and theory gradovedeniya city]. Moscow: Kom Kniga. 2005. 344 р.

V.N. KUPRIYANOV, Doctor of Sciences (Engineering) (kuprivan@kgasu.ru), F.R. SEDOVA, Candidate of Sciences (Engineering) Kazan State University of Architecture and Engineering (1, Zelenaya Street, 420043, Kazan, Russian Federation)

Justification and Development of Energy Method for Calculation of Insolation of Domestic Premises

Arguments and proofs of the need for standardization of insolation of domestic premises via the doses of UV radiation coming into the air of living spaces and to their surfaces are presented. Examples of the calculation of the UV radiation doses and their dependence on layout and structural conceptions of domestic premises are shown. The computer program of the energy method for insolation calculation «RaiN 2013» is described.

Keywords: UV radiation, bactericidal efficiency of irradiation, parameters of premise, window glasses, computer program, energy efficiency

References
1. Kupriyanov V. N., Khalikova F.R. To research of insolation of premises. ACADEMIA. Аrhitektura i stroitel’stvo. 2010. No. 3, pp. 477–482. (In Russian).
2. Kupriyanov V.N., Khalikova F.R. New offers on rationing and calculation of insolation of premises. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2013. No. 6, pp. 50–53. (In Russian).
3. Khalikova F.R., Kupriyanov V.N. Experimental studies of penetration of UF of radiation through windowpanes. Vestnik MGSU. 2011. No. 3. T. 2, pp. 30–35. (In Russian).
4. Kupriyanov V.N., Khalikova F.R. Transmittance of ultraviolet radiation panes at different angles of incidence. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012. No. 7, pp. 64–65. (In Russian).
5. Patent RF 2013660878. Avtomatizirovani’ programni’ kompleks «RaiN 2013» [The automated program complex «RaiN 2013»]. Khalikova F.R., Kupriyanov V.N., Sedov A.N. Declared 07.08.2013. Published 21.11.2013. Bulletin No. 12. (In Russian).

I.T. MIRSAYAPOV, Doctor of Sciences (Engineering), I.V. KOROLEVA, Candidate of Sciences (Engineering) (koroleva@kgasu.ru) Kazan State University of Architecture and Engineering (1, Zelenaya Street, 420043, Kazan, Russian Federation)

Design of Pile-Slab Foundation of a High-Rise Building with Due Regard for Influence of Wind Impacts on Seismic Resistance of Soil Base

In the course of design of high-rise buildings on seismic-active construction sites, it is necessary to take into account the influence of a dynamic component of the wind load on changes in physical-mechanical properties of soils of bases during the process of long-term operation of the building up to the moment of the earthquake occurrence. The results of triaxial tests of base soils conducted on the stabilometer according to a specially developed technique, which specifies the imposition of dynamic stresses on the static stress state of soils samples, are presented. Amplitude, frequency and duration of action of the dynamic stresses are equivalent to the calculated scenario seismic impact or dynamic component of the wind load. The results obtained are used for development of the design of the pile-slab foundation with due regard for the impact of seismic and wind loads on the change in the rigidity of the pile base and, as a consequence, on the redistribution of efforts between separate elements of the “soil base-foundation-superstructure” system.

Keywords: dynamic loading, triaxial compression, seismic impact, wind load, pile-slab foundation.

References
1. Mirsayapov I.Т., Koroleva I.V. Prediction of deformation of the foundation with the long-term non-linear deformation of soil. Osnovaniya, Fundamenty i Mekhanika Gruntov. 2011. No. 4, pp. 16–23. (In Russian).
2. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sobolev Ye.S. Creep and vibrocreep of soils. Future directions of the theory and practice of rheology and soil mechanics: Proc. XIV intern. symp. on the rheology of soils. Kazan: KSUAE. 2014, pp. 8–23. (In Russian).
3. Mirsayapov I.Т., Koroleva I.V. Experimental and theoretical studies of bearing capacity and deformation of reinforced soil foundations under cyclic loading. Computer Methods and Recent Advances in Geomechanics: Proc. intern. symp. Kyoto. Lieden: Balkema. 2014, pp. 742–747.
4. Mirsayapov I.T., Koroleva I.V., Ivanova O.A. Low-cycle endurance and deformations of clay soils in the course of three-axial cyclic loading. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2012. No. 9, pp. 6–8. (In Russian).
5. Mirsayapov I.Т., Koroleva I.V. Bearing capacity and deformation of the base of deep foundations' ground bases. Geotechnical Aspects of Underground Construction in Soft Ground: Proc. intern. symp. Seoul. Lieden: Balkema. 2014, pp. 401–404.
6. Mirsayapov I.Т., Koroleva I.V. Designed model of long nonlinear deformation of clay soil in a complex stress state. Izvestiya KGASU. 2011. No. 2 (16), pp. 121–128. (In Russian).
7. Mirsayapov I.Т., Koroleva I.V. Features of deformation of clay soils during loading of regime. Izvestiya KGASU. 2012. No. 4 (22), pp. 193–198. (In Russian).
8. Mirsayapov I.Т., Koroleva I.V. Features of deformation of clayey soils under cyclic triaxial compression. Geotechnicа. 2010. No. 6, pp. 64–67. (In Russian).

M.A. DESYATKIN ¹ , Engineer, (mdesyatkin@yandex.ru); D.V. KONIN ² , Candidate of Sciences (Engineering) (konden@inbox.ru); A.S. MARTIROSYAN ³ , Engineer, (anka_31@mail.ru); V.I. TRAVUSH ⁴ , Doctor of Sciences (Engineering) (travush@mail.ru)
1 OOO «Inforsproekt» (19, Leninskaja sloboda Street, Moscow, 115280, Russian Federation)
2 OAO «NIC «Stroitel'stvo» (6, 2-ja Institutskaja Street, Moscow, 109428, Russian Federation)
3 Perm State National Research Polytechnic University (29, Komsomolskiy Avenue, Perm, 614990, Russian Federation)
4 ZAO «Gorproekt» (15-15, Akademika Tupoleva Embankment, Moscow, 105005, Russian Federation)

Calculation of Composite Column High-Rise Building at Skew Eccentric Compression

The article presents the calculation of a composite column of a tall building on the oblique eccentric compression, as well as the congruence 3 variants of computational models: model with linear material properties, which takes into account only the rigid fittings and full contact between reinforcement and concrete; the same model, but with the non-linear properties of concrete; nonlinear model with the inclusion of more flexible fittings. Are the main recommendations for the calculation of the construction under consideration.

Keywords: composite column, high-rise building, oblique eccentric compression.

References
1. SP 63.13330.2012. Betonnye i zhelezobetonnye konstrukcii. Osnovnye polozhenija. Aktualizirovannaja redakcija SNiP 52-01–2003. Moscow: FCS, 2011. 156 p.
2. Sakhnovskii K.V. Zhelezobetonnye konstrukcii [Reinforced concrete construction]. Kiev: Budіvel'nik, 1961. 840 p.
3. Basov K.A. ANSYS. User directory. Moscow: DMK Press, 2005. 640 p.
4. Benin A.V., Semenov A.S., Semenov S.G., Mel'nikov B.E. Mathematical modeling of process of destruction of coupling of fittings with concrete. Part 1. Models taking into account a connection nesploshnost. Inzhenerno-stroitel'nyi zhurnal. 2013. No. 5, pp. 88–144.
5. Willam K.J., Warnke E.D. Constitutive Model for the Triaxial Behavior of Concrete // Proceedings, International Association for Bridge and Structural Engineering. Vol. 19. ISMES. Bergamo, Italy. Р. 174 (1975).
6. Kashevarova G.G., Trufanov N.A. Chislennoe modelirovanie deformirovanija i razrushenija sistemy «zdanie–fundament– osnovanie» [Numerical modeling of deformation and destruction of building–base–basis system]. Ekaterinburg – Perm': UrO RAN, 2005, 225 р.
7. Schnobrich, W. C., Suidan, M. Finite Element Analysis of Reinforced Concrete. ASCE Journal of the Structural Division, ST10, pp. 2109–2122 (October, 1973).
8. Kravchuk A.S., Maiboroda V.P., Urzhumtsev Yu.S. Mehanika polimernyh i kompozicionnyh materialov [Mechanics of polymeric and composite materials]. Moscow: Nauka, 1985. 304 р.

A.A. SEMYONOV, Candidate of Sciences (Engineering), General Manager (info@gs-expert.ru) «GS-Expert», OOO (18, office 207, the 1st Tverskoy-Yamskoy Lane, 125047, Moscow, Russian Federation)

Housing Construction in the Republic of Belarus

It is shown that the population of the Republic of Belarus spreads relatively evenly, large cities excluding. The housing stock conditions are analyzed, it is noted that it has a relatively low wear, the proportion of dilapidated and dangerous housing is about 0.1%. The average availability of housing is 26 m2 per person. The recovery of housing construction after the crisis began in 2013 and at present the pre-crisis level of construction has not been reached. Data on the structure of housing construction depending on wall materials, the dynamics of construction cost and housing prices at the primary market are presented; they make it possible to conclude that housing prices will not significantly drop despite the slowdown in the economy. The prognosis of input of habitation in 2015–2016 is made.

Keywords: Belstat, statistics, crisis, habitation input, population density, housing, state support, frame construction, monolithic construction, large panel construction.