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Research on bearing characteristics of socket-spigot template supporting system

机译:承插式模板支撑系统的承载特性研究

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摘要

The socket-spigot template supporting system is widely used in engineering applications in China. As a newer type of support structure, there has been growing research interest in its bearing capacity. In this paper, four vertical bearing capacity tests were carried out on the basic mechanical unit frame of a socket-spigot template supporting system. The first goal was to explore the influence of the node semi-rigid degree and the longitudinal spacing of the upright tube on the vertical bearing capacity. The second objective was to analyze the displacement trend and the failure mode during the loading process. This paper presents numerical analysis of the vertical bearing capacity of the unit frames using the finite element software ANSYS. It revealed the relationship between the node semi-rigid degree and the vertical bearing capacity, that the two-linear reinforcement model of elastic-plastic material can be used to analyze the socket-spigot template supporting system, and, through node entity model analysis, that the load transfer direction greatly influences the node bearing area. Finally, this paper indicates the results of on-site application performance experiments, shows that the supporting system has adequate bearing capacity and stability, and comments on the common work performance of a socket and fastener scaffold.
机译:套筒接头模板支持系统在中国广泛用于工程应用。作为一种新型的支撑结构,对其承载力的研究兴趣日益增长。在本文中,对插座-插口模板支撑系统的基本机械单元框架进行了四个竖向承载力测试。第一个目标是探讨节点半刚性度和立管的纵向间距对竖向承载力的影响。第二个目标是分析加载过程中的位移趋势和破坏模式。本文利用有限元软件ANSYS对单元框架的竖向承载力进行了数值分析。揭示了节点半刚性程度与垂直承载能力之间的关系,可以使用弹塑性材料的双线性增强模型来分析承插口模板支撑系统,并通过节点实体模型分析,载荷传递方向极大地影响了节点的承载面积。最后,本文指出了现场应用性能实验的结果,表明该支撑系统具有足够的承载能力和稳定性,并对插座和紧固件脚手架的常见工作性能进行了评论。

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