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Structural Finite Element Analysis of Tower Top of Landing-type Lifting Pole with Double-level Arms

机译:双层臂着陆型升降杆塔顶的结构有限元分析

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The landing-type lifting pole with double-level arms is a kind of construction equipment frequently used in erection of large-sized iron tower during the engineering of power transmission line. This equipment lifts heavy load through bilateral symmetry, thus improving the working efficiency. A finite element structural calculation model of tower top of landing-type lifting pole with double-level arms was established according to the actual situation, and this model involved different working amplitude, lifting capacities and unbalanced loading conditions. In addition, the maximum stresses and structural stability coefficients of tower head, lifting arm, draw-bar and rotary tower body were analyzed, and the safety check results of various parts at tower top were obtained. Finally, the design of connection pin of each part at tower top of lifting pole was also proposed.
机译:具有双层臂的着陆式升降杆是一种常用于电力传输线路工程期间大型铁塔勃起的建筑设备。该设备通过双边对称升压重载,从而提高了工作效率。根据实际情况建立了具有双层臂的着陆型升降杆塔顶的有限元结构计算模型,该模型涉及不同的工作幅度,提升能力和不平衡的负载条件。另外,分析了塔头,升降臂,拉杆和旋转塔体的最大应力和结构稳定系数,并获得塔顶各种部件的安全检查结果。最后,还提出了升降杆塔顶的每个部分的连接销的设计。

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