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Mechanical Behavior Experiment Research on the Temporary Support Structure in Building Construction

机译:建筑施工中临时支撑结构的力学行为实验研究

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At present, the national norms of temporary support structure in building construction has not officially promulgated there was no uniform standard in the structure design and construction, which leaded to the collapse of construction accidents occurring from time to time. Through measuring mechanical behavior of support system of coupler, the static's have obtained that loads of temporary support has been gradually imposed on the structure by step construction in the construction process. Construction loading is a complex process of construction mechanics. The measured axial force is larger than standard one by JGJ130-2001. The results shows the load structure suffered has been not fully taken into account. As the load of erecting pole of top and bottom is not the same, the height of structure bearing capacity has been considered in design. As the second-order effecting on structure, both horizontal rod and bridging bear a certain horizontal force in the construction process. The value of bridging stress is larger. In the structure design calculations, the arrangement of bridging should be paid more attention to improve the stability of the entire frame. The obtained results provides experiment basis for support system designed.
机译:目前,建筑施工中的临时支助结构的国家规范尚未正式颁布,结构设计和建设中没有统一的标准,这导致建筑事故的崩溃发生。通过测量耦合器的支撑系统的力学行为,静态已经获得了临时支撑的负载在结构过程中逐步施加了结构。建筑装载是建筑力学的复杂过程。测量的轴向力均由JGJ130-2001大于标准力。结果显示遭受的负载结构未完全考虑。由于顶部和底部的架构负荷不相同,因此设计了结构承载能力的高度。作为对结构的二阶效应,横向杆和桥梁都承受了施工过程中某种水平力。桥接应力的值更大。在结构设计计算中,应更加注重桥接的布置,以提高整个框架的稳定性。所获得的结果为设计的支持系统提供了实验基础。

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