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Design Analysis of Shallow Embedded Column Foot of Reactive Powder Concrete Pole

机译:反应粉混凝土杆浅埋柱脚的设计分析

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According to the existing specifications, design shallow embedded column foot of 500kV self-supporting partially prestressed reactive powder concrete pole, and perform numerical simulation of column foot stress under actual working condition by using finite element analysis software ANSYS WORKBENCH. Results show that the mechanical characteristic of shallow embedded column foot is good. It can well transmit larger axial pressure, pulling resistance and horizontal force generated by top load of RPC pole. Through the simulation analysis we found that shallow embedded column foot has high safety reliable degree under operation condition, can be used in the current 500 kV transmission lines; In terms of construction technology performance, construction of shallow embedded column foot is simple and quick, can effectively reduce the complexity of construction, shorten the construction period.
机译:根据现有规格,设计浅层嵌入式柱脚500kV自支撑部分预应力的反应性粉体混凝土杆,通过使用有限元分析软件ANSYS工作台在实际工作状态下进行柱足应力的数值模拟。结果表明,浅层嵌入式柱脚的机械特性好。它可以很好地传递较大的轴向压力,拉动电阻和RPC杆的顶部负载产生的水平力。通过模拟分析,我们发现浅层嵌入式柱脚在操作条件下具有高安全性可靠程​​度,可用于电流500 kV输电线路;在施工技术性能方面,浅层嵌入式柱的施工简单而快速,可以有效降低建设的复杂性,缩短施工期。

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