CAST-IN-PLACE BUILDING FRAME AND ITS FEATURES AT SEPARATE LIFE CYCLES

Author:

Koyankin Aleksandr Aleksandrovich1,Mitasov Valeriy Mikhaylovich2

Affiliation:

1. Siberian Federal University (SibFU)

2. Novosibirsk State University of Architecture and Civil Engineering (Sibstrin) (FGBOU VPO NGASU)

Abstract

Modern intensive development of precast-cast-in-place construction has led to creation of a wide range of various constructive systems of buildings during the last 100 years. They allow constructing buildings with best account of the requirements of functionality, architectural expressiveness, production possibilities of construction companies, etc. However in spite of this development both precast and cast-in-place housing construction has its peculiarities, positive and negative ones. The constructive systems of precast monolithic buildings existing at the moment are based on the required mutual deformation of prefabricated reinforced and cast iron reinforced concrete at the stage of a building construction and at the stage of its use as well. Having refused from this rule, the authors of this article have introduced a constructive system of a precast monolithic building able to bear loads, developing at the stage of erection (due to completion of a precast frame) and at the stage of use (due to completion of a precast monolithic frame). The offered construction of a precast monolithic building frame allows efficiently using the advantages of precast and cast-in-place construction minimizing their disadvantages and it also fully corresponds to the obligatory requirements to buildings. The corresponding patents are obtained.

Publisher

Moscow State University of Civil Engineering

Cited by 9 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Bearing capacity and stability of reinforced concrete composite frame without collar beams at different operating stages;Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture;2024-04-22

2. Improved precast reinforced concrete crossbar of reduced height. Results of full-scale loading tests;Urban construction and architecture;2023-10-31

3. Reinforcement analysis of concrete roof frames of industrial building.;Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture;2023-06-25

4. Finite element modeling of stress-strain state of girderless floor construction caused by progressive collapse;Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture;2023-02-22

5. Precast reinforced concrete crossbar of reduced height;AIP Conference Proceedings;2023

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