Structural system for precast-monolithic frames of residential and public buildings made of industrial panel-frame elements

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Due to the increasing types of special impacts on buildings and structures, which often have a dynamic nature, there is a need to improve structural systems to ensure protection against such impacts. Reducing the weight of load-bearing structures of building frames and increasing the static indeterminacy of structural systems are among the effective methods of protection not only under seismic conditions but also during special and emergency impacts. As part of addressing this issue, the article proposes a new rapidly erectable structural system for residential and public buildings, made from industrialized panel-frame elements in a precast-monolithic configuration. In this system, the building frame is assembled from precast reinforced concrete structures of two types: panel-frames in the form of inverted U-shaped elements and L-shaped industrially manufactured elements. The connection of these structures on the construction site into the building frame, within the plane of the panel-frames, is carried out using two types of platform joints and monolithic embedding of the upper parts of the precast panel-frame elements’ beams together with multi-void slabs. In the orthogonal plane of the panel-frames, the frame is formed by monolithic tie beams and multi-void floor slabs. The conducted assessment of the mechanical safety of the proposed structural system demonstrated its high resistance to progressive collapse under special impacts. A comparative analysis of technical and economic indicators, such as material consumption, cost, and transportation expenses, revealed significant advantages over buildings constructed using traditional panel systems.

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作者简介

N. Fedorova

National Research Moscow State University of Civil Engineering; Research Institute of Building Physics Russian Academy Architecture and Construction Sciences

编辑信件的主要联系方式.
Email: fedorovanv@mgsu.ru

Doctor of Sciences (Engineering)

俄罗斯联邦, 26, Yaroslavskoye Highwey, Moscow, 129337; 21, Lokomotivniy Driveway, Moscow, 127238

V. Moskovtseva

National Research Moscow State University of Civil Engineering; Research Institute of Building Physics Russian Academy Architecture and Construction Sciences

Email: lyavetka1@mail.ru

Candidate of Sciences (Engineering)

俄罗斯联邦, 26, Yaroslavskoye Highwey, Moscow, 129337; 21, Lokomotivniy Driveway, Moscow, 127238

M. Amelina

Research Institute of Building Physics Russian Academy Architecture and Construction Sciences

Email: margo.dremova@mail.ru

Postgraduate Student

俄罗斯联邦, 21, Lokomotivniy Driveway, Moscow, 127238

参考

  1. Fedorova N.V., Savin S.Yu., Kolchunov V.I., Moskovtseva V.S., Amelina M.A. Survivability of a prefabricated monolithic building frame made of industrial panel-frame elements. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 10, pp. 20–27. (In Russian). EDN: SHXXWK. https://doi.org/10.31659/0044-4472-2023-10-20-27
  2. Savin S.Yu., Fedorova N.V., Yemelyanov S.G. Analysis of the survivability of prefabricated monolithic frames of multi-storey buildings made of reinforced concrete panel-frame elements during emergency impacts caused by the loss of stability of one of the columns. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 12, pp. 3–7. (In Russian). EDN: YSJWOL
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  17. Patent RF 2790148. Zdanie iz panel’nykh elementov [A building made of panel elements]. Kolchunov V.I., Moskovtseva V.S., Fedorova N.V., Savin S.Yu. Declared 08.08.2022. Published 02.14.2023. (In Russian).
  18. Patent RF 2793090. Platformennyi sborno-monolitnyi styk [Platform prefabricated monolithic joint]. Kolchunov V.I., Moskovtseva V.S., Amelina M.A. Declared 24.10.2022. Published 29.03.2023. (In Russian).
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2. Fig. 1. Scheme of the building frame fragment (а) and prefabricated frame structures (b): 1 – inverted P-shaped element; 2 – L-shaped element; 3 – multi-hollow-core slabs; 4 – grouting joint; 5 – bonded monolithic transom; 6 – ties at the height of the columns of the elements

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3. Fig. 2. Node of connection of U-shaped and L-shaped frame elements and racks of panel-frames by height: 1 – working armature of the rack of panel-frame element; 2 – transverse armature of the rack of panel-frame element; 3 – working armature of the prefabricated part of the ledger; 4 – vertical transverse rods – ledger outlets; 5 – embedded details of the plug joint

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4. Fig. 3. General view of the building frame made of panel-frame elements (а) and the self-supporting exterior wall (b): 1 – inverted P-shaped element; 2 – L-shaped element; 3 – transom; 4 – multi-hollow core slab; 5 – basement floor, 6 – column of panel-frame element; 7 – prefabricated part of the transom of panel-frame element; 8 – embedded parts of the plug joint

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5. Fig. 4. Design scheme of the frame (а), plan scheme (b) and fragment of the design scheme of the first floor (c) of the prefabricated monolithic frame of a one-section residential building made of panel-frame elements

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