青海电力2024,Vol.43Issue(3) :24-28.DOI:10.15919/j.cnki.qhep.2024.03.005

剪刀撑缺陷对架空输电线路架线毛竹脚手架承载稳定性分析

Analysis of Bearing Stability of Bamboo Scaffolding for Overhead Transmission Line with Scissors Bracing Defect

张辉 姚宁玥 蒋伟 倪威 熊建平
青海电力2024,Vol.43Issue(3) :24-28.DOI:10.15919/j.cnki.qhep.2024.03.005

剪刀撑缺陷对架空输电线路架线毛竹脚手架承载稳定性分析

Analysis of Bearing Stability of Bamboo Scaffolding for Overhead Transmission Line with Scissors Bracing Defect

张辉 1姚宁玥 1蒋伟 1倪威 2熊建平1
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作者信息

  • 1. 湖州电力设计院有限公司,浙江 湖州 313000
  • 2. 国网浙江省电力有限公司湖州供电公司,浙江 湖州 313000
  • 折叠

摘要

通过ANSYS有限元软件建立架空输电线路架线毛竹脚手架模型,分别对水平剪刀撑缺陷、沿线路方向竖直剪刀撑缺陷和垂直线路方向竖直剪刀撑缺陷,共 3 种情况,每种情况细化为外层、里层和全部层 3种工况进行承载稳定性分析.结果表明:剪刀撑缺陷当中,影响架线脚手架稳定性最大因素是垂直线路方向竖直剪刀撑缺失,其中外层最为关键.

Abstract

based on the finite element software ANSYS,the bamboo scaffolding model of overhead transmission line was established,and the defects of horizontal scissor bracing,vertical scissor bracing along the line and vertical scissor bracing along the line were analyzed,there are 3 cases,each case is subdivided into outer layer,inner layer and all layers for load-bearing stability analysis.The results show that the most important factor affecting the stability of the scaffolding is the lack of vertical shears in the direction of the line,and the outer layer is the most important.

关键词

有限元/脚手架/剪刀撑/稳定性

Key words

finite element/scaffold/scissors support/stability

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出版年

2024
青海电力
青海电力科学试验研究院 青海省电机工程学会

青海电力

影响因子:0.26
ISSN:1006-8198
参考文献量3
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