Building structural system made of industrial frame-panel elements
https://doi.org/10.33979/2073-7416-2023-107-3-70-81
Abstract
The paper presents a new structural solution of the precast-monolithic frame for prefabricated residential and civil buildings of various storeys manufactured from prefabricated industrial reinforced concrete elements. The precast frame structures include L-shaped and inverted Ushaped precast elements, installed in the longitudinal and transverse directions and forming a frame, hollow-core slabs and bracing perforated beams of the outer contour, on which fencing non-bearing wall structures are supported within each storey. The computational model of the precast-monolithic building frame was developed using different degrees of discretization at different stages of the analysis. This allowed to obtain both a general picture of structural system deformation in the limiting and over limit states caused by special and emergency actions, and a detailed picture of the stressed state in concrete and reinforcement of structural elements before and after cracking.
The paper provides the results of the comparative analysis of the effectiveness of application of the proposed structural system in the mass construction as compared with the applied constructions of large-panel buildings. It has been shown that the application of the proposed structures of panel-frame elements allows considerably reduce the material capacity, cost and transportation expenses of the reinforced concrete frame by up to 30 %, ensuring the mechanical safety of the building.
About the Authors
N. V. Fedorova
Moscow State University of Civil Engineering; Scientific Research Institute of Construction Physics of the Russian Academy of Architecture and Construction Sciences
Russian Federation
Russian Federation
Fedorova Natalia V. Advisor to RAACS, doctor of technical sciences, professor, Head of the Department of Architectural and Construction Design, Director of the branch of Moscow, leading researcher.
Moscow
S. Yu. Savin
Moscow State University of Civil Engineering; Scientific Research Institute of Construction Physics of the Russian Academy of Architecture and Construction Sciences
Russian Federation
Russian Federation
Savin Sergey Yu., candidate of technical science, associate professor of the department of Reinforced Concrete and Masonry Structures, senior researcher
Moscow
V. I. Kolchunov
Moscow State University of Civil Engineering; Scientific Research Institute of Construction Physics of the Russian Academy of Architecture and Construction Sciences
Russian Federation
Russian Federation
Kolchunov Vitaly Iv. professor of the Department of
Reinforced Concrete and Stone Structures, chief researcher.
Moscow
V. S. Moskovtseva
Scientific Research Institute of Construction Physics of the Russian Academy of Architecture and Construction Sciences
Russian Federation
Russian Federation
Moskovtseva Violetta S. engineer.
Moscow
M. A. Amelina
South-West State University
Russian Federation
Russian Federation
Amelina Margarita A. student of the Department of Unique Buildings and Structures
Kursk
References
1. Klyueva N.V., Kolchunov V.I., Rypakov D.A., Buhtiyarova A.S. ZHilye i obshchestvennye zdaniya iz zhelezobetonnyh panel'no-ramnyh elementov industrial'nogo proizvodstva [Residential and public buildings from reinforced concrete panel-frame elements of industrial production]. Housing Construction. 2015. No. 5. Pp. 69-75. (rus).
2. Nikolaev S.V. Innovacionnaya zamena KPD na panel'no-monolitnoe domostroenie (PMD) [Innovative replacement of large-panel housing construction by panel-monolithichousing construction (PMHC)]. Housing Construction. 2019. No. 3. Pp. 3-10. (rus).
3. Nikolaev S.V. Novye podhody k razvitiyu industrial'nogo domostroeniya [New approaches to the development of industrial housing construction]. Construction: new technologies - new equipment. 2019. No 12. Pp. 73-79. (rus).
4. Savin S.YU. Ustojchivost' vnecentrenno szhatyh zhelezobetonnyh elementov pri osobyh vozdejstviyah s uchetom deformacij sdviga [Stability of eccentrically compressed reinforced concrete elements under special impacts with account taken of shear deformations]. Vestnik MGSU. 2021. Vol. 16. No. 1. Pp. 49-58. (rus).
5. Travush V.I., SHapiro G.I., Kolchunov V.I., Leont'ev E.V., Fedorova N.V. Proektirovanie zashchity krupnopanel'nyh zdanij ot progressiruyushchego obrusheniya [Design of protection of large-panel buildings against progressive collapse]. Housing Construction. 2019. No. 3. Pp. 40-46. (rus).
6. Savin S.YU., Fedorova N.V., Emel'yanov S.G. Analiz zhivuchesti sborno-monolitnyh karkasov mnogoetazhnyh zdanij iz zhelezobetonnyh panel'no-ramnyh elementov pri avarijnyh vozdejstviyah, vyzvannyh poterej ustojchivosti odnoj iz kolonn [Survivability analysis of reinforced concrete frameworks of multi-storey buildings made of frame-panel elements using combination of prefabricated and monolithic concretein case of accidental impacts caused by loss of stability of one of the columns]. Housing Construction. 2018. No. 12. Pp. 3-7. (rus).
7. Kolchunov V.I., Fedorova N.V., Savin S.YU. Dinamicheskie effekty v staticheski neopredelimyh fizicheski i konstruktivno nelinejnyh sistemah [Dynamic effects in statically indeterminate physically and structurally nonlinear structural systems]. Industrial and Сivil engineering. 2022. No. 9. Pp. 42-51. (rus).
8. Dem'yanov A.I., Al'kadi S.A. Statiko-dinamicheskoe deformirovanie zhelezobetonnyh elementov prostranstvennoj ramy pri ih slozhnom soprotivlenii [Static-dynamic deformation of reinforced concrete elements of the spatial frame at their complex resistance]. News of higher educational institutions. Construction 2018. No. 11 (719). Pp. 20-33. (rus).
9. Parisi F., Scalvenzi M. Progressive collapse assessment of gravity-load designed European RC buildings under multi-column loss scenarios // Engineering Structures. 2020. Vol. 209. Pp.1 10001.
10. Zhang W.X., Wu H., Zhang J.Y., Hwang H., Jong, Yi W.J. Progressive collapse test of assembled monolithic concrete frame spatial substructures with different anchorage methods in the beam–column joint. Advances in Structural Engineering. 2020. Vol. 23. No. 9. Pp. 1785-1799.
11. Zhou. Y., Hu X., Pei Y., Hwang H.J., Chen T., Yi W., Deng L. Dynamic load test on progressive collapse resistance of fully assembled precast concrete frame structures. Engineering Structures. 2020. Vol. 214. Pp. 110675.
12. Xuan W., Wang L., Liu C., Xing G., Zhang L., Chen H. Experimental and theoretical investigations on progressive collapse resistance of the concrete-filled square steel tubular column and steel beam frame under the middle column failure scenario. Shock and Vibration. 2019. Vol. 2019. Pp. 1 –12. doi:10.1155/2019/2354931
13. Lin K., Lu X., Li Y., Guan H. Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure. Soil Dynamics and Earthquake Engineering. 2019. Vol. 119. Рр. 390–407.
14. Sokolov B.S. Teoreticheskie osnovy metodiki rascheta shtepsel'nyh stykov zhelezobetonnyh konstrukcij zdanij i sooruzhenij [Theoretical basis of calculation methods of plug joints of reinforcedconcrete structures of buildings and constructions]. Housing Construction. 2016. No. 3. Pp. 60-63. (rus).
15. Kolchunov Vl.I., Martynenko D.V. Deformirovanie i treshchinoobrazovanie konstrukcii platformennogo styka v sborno-monolitnom karkase zdaniya [Deformation and cracking of the platform joint of the prefabricatedmonolithicrc building frame] // Building and Reconstruction. 2020. No. 4 (90). Pp. 38-47. (rus).
16. Savin S, Kolchunov V, Fedorova N, Tuyen Vu N. Experimental and Numerical Investigations of RC Frame Stability Failure under a Corner Column Removal Scenario. Buildings. 2023. Vol. 13(4). Pp. 908. https://doi.org/10.3390/buildings13040908
17. Savin S.Y., Kolchunov V.I., Emelianov S.G. Modelling of resistance to destruction of multi-storey frameconnected buildings at sudden loss of bearing elements stability. IOP Conference Series: Materials Science and Engineering. Novosibirsk, 2018. Рр. 012089.
18. Feng. F.F., Hwang H.J., Yi W.J. Static and dynamic loading tests for precast concrete moment frames under progressive collapse. Engineering Structures. 2020. Vol. 213. Рр.110612.
19. Konchkovskij Z. Plity. Staticheskie raschety. [Plates. Static calculations] Moscow: Strojizdat, 1984. 480 p. (rus).
20. Adam J.M., Buitrago M., Bertolesi E., Sagaseta J., Moragues J.J. Dynamic performance of a real-scale reinforced concrete building test under a corner-column failure scenario. Engineering Structures. 2020. Vol. 210. Рр. 110414. https://doi.org/10.1016/j.engstruct.2020.110414
Review
For citations:
Fedorova N.V., Savin S.Yu., Kolchunov V.I., Moskovtseva V.S., Amelina M.A. Building structural system made of industrial frame-panel elements. Building and Reconstruction. 2023;(3):70-81. (In Russ.) https://doi.org/10.33979/2073-7416-2023-107-3-70-81
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