Spatial planning and structural solutions of wooden modular buildings

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The spatial planning and structural solutions features of modular buildings, which bearing structures mainly made of wood, are considered. The article analyzes the size ranges of the various domestic manufacturers modular buildings used in individual housing construction. An overview of the application area of the buildings made by modular technology using wooden frame is given. It is noted that the main wooden buildings application segment, both abroad and in Russia, are low-rise buildings. Classification of the modular buildings with wooden bearing structures in accordance with GOST R 71617–2024 was performed, the main structural schemes of volume blocks with the wooden bearing structures used for the modular buildings construction were determined. The advantages of using this technology, such as high speed of construction, factory-made quality, and the ability to work regardless of weather conditions, are considered. The article touches upon the prospects for the modular construction technology application, including the use of wooden-framed modules in the development of the Russian Federation northern regions and Siberia. The issues hindering the widespread use of the modular buildings are raised.

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作者简介

N. Trekin

Central Research and Design Experimental Institute of Industrial Buildings and Structures (JSC Tsniipromzdaniy)

编辑信件的主要联系方式.
Email: otks@yandex.ru

Doctor of Sciences (Engineering), Professor, Deputy Director of Science

俄罗斯联邦, 46, bld 2, Dmitrovskoe shosse, Moscow, 127238

E. Kodysh

Central Research and Design Experimental Institute of Industrial Buildings and Structures (JSC Tsniipromzdaniy)

Email: otks@yandex.ru

Doctor of Sciences (Engineering), Professor, Chief Scientist

俄罗斯联邦, 46, bld 2, Dmitrovskoe shosse, Moscow, 127238

A. Gasiev

National Research Moscow State University of Civil Engineering; Central Research and Design Institute of the Ministry of Construction and Housing and Communal Services of the Russian Federation (TSNIIP of the Ministry of Construction of the Russian Federation)

Email: gasiev@bk.ru

Candidate of Sciences (Engineering)

俄罗斯联邦, 26, Yaroslavskoe Highway, Moscow, 129337; 29, Vernadsky Avenue, Moscow, 119331

I. Terekhov

Central Research and Design Experimental Institute of Industrial Buildings and Structures (JSC Tsniipromzdaniy); Russian University of Transport (RUT MIIT)

Email: terekhov-i@mail.ru

Candidate of Sciences (Engineering), Docent

俄罗斯联邦, 46, bld 2, Dmitrovskoe shosse, Moscow, 127238; 9, bld. 9, Obraztsova Street, Moscow, 127994

S. Shmakov

Central Research and Design Experimental Institute of Industrial Buildings and Structures (JSC Tsniipromzdaniy); Russian University of Transport (RUT MIIT)

Email: Shmakov.eng@yandex.ru

Engineer, Docent

俄罗斯联邦, 46, bld 2, Dmitrovskoe shosse, Moscow, 127238; 9, bld. 9, Obraztsova Street, Moscow, 127994

参考

  1. Gasiev A.A. Modern capital volumetric-block construction in Russia based on a universal volumetric-block (modular) system with a supporting metal frame. Zhilishchnoe Stroitel’stvo [Housing Construction] 2020. No. 10, pp. 38–48. (In Russian). EDN: RCFEGZ. https://doi.org/10.31659/0044-4472-2020-10-38-47
  2. Gasiev A.A., Pavlov V.V., Gomozov A.V. Features of ensuring fire safety in the design of building structures of modular buildings. Pozharovzryvobezopasnost’. 2023. Vol. 32, No. 4, pp. 42–57. (In Russian). EDN: KJYGZI. https://doi.org/10.22227/0869-7493.2023.32.04.42-57
  3. Kelasyev N.G., Trekin N.N., Kodysh E.N., Terekhov I.A., Gasiev A.A., Shmakov S.D. Development of modular construction in the Russian Federation. Promyshlennoye i Grazhdanskoye Stroitel’stvo. 2024. No. 6, pp. 8–14. (In Russian). EDN: DIXYP. https://doi.org/10.33622/0869-7019.2024.06.08-14
  4. Trekin N.N., Kodysh E.N., Kerasyev N.G., Terekhov I.A., Gasiev A.A., Shmakov S.D. Standardization of modular buildings and their constructive solutions. Academia. Arkhitektura i Stroitel’stvo. 2024. No. 3, pp. 161–170. (In Russian). EDN: OMETUT. https://doi.org/10.22337/2077-9038-2024-3-161-170
  5. Ajay Chourasia; Shubham Singhal, Manivannan. Prefabricated Volumetric Modular Construction: A Review on Current Systems, Challenges, and Future Prospects. Practice Periodical on Structural Design and Construction. 2023. No. 1.
  6. Ponomarenko A.M. Modern prefabricated modular residential buildings. Collection of articles of the 78th All-Russian Scientific and Technical conference “Architecture of residential and public buildings”. Samara. 2021, pp. 585–592. (In Russian). EDN: LUBBVV
  7. Ambartsumyan S.A., Mochalin D.E., Avetisyan R.T., S’beva Yu.A. Analysis of risks arising at the stages of production, transportation, and installation of oversized modules in a design project. Izvestiya of Higher Education Institutions. Construction. 2023. No. 1 (769), pp. 84–94. (In Russian). EDN: JFGZAV. https://doi.org/10.32683/0536-1052-2023-769-1-84-94
  8. Trekin N.N., Kodysh E.N., Terekhov I.A. Improving the regulatory framework for standardization of precast reinforced concrete structures. Zhelezobetonnye Konstruktsii. 2023. Vol. 1. No. 1, pp. 64–71. (In Russian). EDN: KBRATA
  9. Kharitonov A.A., Dubynin N.V. Transformation of residential buildings in modern conditions. Promyshlennoye i Grazhdanskoye Stroitel’stvo. 2021. No. 3, pp. 44–48. (In Russian). EDN: LWRWCK. https://doi.org/10.33622/0869-7019.2021.03.44-48
  10. Dubynin N.V. Prefabricated buildings: prospects for mass construction, industrial base, rationing experience. International Construction Congress “Science. Innovation. Purposes. Construction”. Moscow. April 11–13, 2023, pp. 132–133. (In Russian). EDN: JKFNTL. https://doi.org/10.37538/2949-219Х-2023-132-133

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2. Fig. 1. A four-storey residential building with an area of 1.5 thousand m2, built from modules based on CLT panels, in Toulouse (France). 2015 (https://www.archdaily.com/787698/50-modular-timber-apartments-ppa-architectures)

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3. Fig. 2. Reconstruction of the building in Stockholm (https://www.pslcomp.ru/novosti/stroitelstvo-modulnogo-zdaniya

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4. Fig. 3. General view of the frame module

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5. Fig. 4. General view of a module made of frame wooden panels

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6. Fig. 5. Types of WPC depending on the direction of the outer layer

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7. Fig. 6. Construction of a module made of CLT panels

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8. Fig. 7. Diagram of the connection of structures of a module made of CLT slabs: 1 – exterior decoration; 2 – CLT-thermo plate, 200 mm, with insulation; 3 – floor insulation; 4 – CLT inner wall, 100 mm; 5 – CLT floor, 60 mm

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9. Fig. 8. Connection unit of CLT boards

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10. Fig. 9. Cross section of the wall

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11. Fig. 10. Fastening the wall panel: a – to the floor; b – to the ceiling

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12. Fig. 11. A building in the Tver region, erected from panels made up of vertically processed timber

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