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Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV

机译:110 kV架空输电线路晶格支撑杆段应力应变状态试验研究

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An article compares the theoretical and experimental researches of joint work of steel tower type supports' fragments of overhead power transmission lines (OHPL) 110 kV. Attention is focused to high voltage supports operated on the Ukraine territory. Is described a spending principle of static experimental researches for flat trusses on the developed specialized experimental installation, allowing to investigate the joint work of overhead lines supports' fragments. Are presented the technique and results of the flat support model calculation in the "SCAD" software package. Are presented calculation numerical results of the experimental installation together with a testing model. Are determinated experimental values of stresses in lattice elements and also horizontal and vertical displacements of braces holding on nodes. During the displacements determining is analyzed the joint work of the lattice elements of the experimental samples, is taken into account the supporting effect of the extended braces.
机译:文章比较了110 kV架空输电线路(OHPL)的钢塔式支架支片联合工作的理论和实验研究。注意力集中在在乌克兰境内运行的高压支架上。在已开发的专业实验装置上描述了用于扁平桁架的静态实验研究的支出原则,从而可以研究架空线支架碎片的联合工作。在“ SCAD”软件包中介绍了平面支撑模型计算的技术和结果。给出了实验装置的计算数值结果以及测试模型。是确定的晶格元素应力实验值,以及固定在节点上的支撑的水平和垂直位移。在确定位移的过程中,分析了实验样品的晶格元素的共同作用,并考虑了支撑撑杆的支撑作用。

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