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钢管塔杆件微风振动条件下的结构安全性研究

夏谦 于嵩松 吴海洋

电力勘测设计Issue(3):21-25,5.
电力勘测设计Issue(3):21-25,5.DOI:10.13500/j.dlkcsj.issn1671-9913.2025.03.004

钢管塔杆件微风振动条件下的结构安全性研究

Study on Structural Safety of Steel Tube Tower under Aeolian Vibration

夏谦 1于嵩松 1吴海洋1

作者信息

  • 1. 中国电力工程顾问集团中南电力设计院有限公司,湖北 武汉 430071
  • 折叠

摘要

Abstract

The steel tube tower of transmission line in the open terrain condition may have aeolian vibration when slenderness ratio is large.In this paper,considered the influence of lift coefficient with the change of Reynolds number on resonance force and fatigue stress amplitude,the structural safety of steel tube tower under breeze vibration is discussed.Taking a 1 000 kV UHV AC transmission line project as an example,the structural fatigue damage caused by breeze vibration is evaluated based on meteorological data.The results show that,according to the existing standards,the stress caused by the breeze vibration is far less than the strength design value,and the stress level can hardly cause the fatigue damage on the rod during the 50-year design life.However,in the slenderness ratio of 120~150,there is a greater possibility of the breeze vibration on the rod,and the long-term vibration may cause the bolt loosening and other adverse effects,which needs attention.

关键词

输电线路/钢管塔/微风振动/升力系数

Key words

transmission line/steel tube tower/aeolian vibration/lift coefficient

分类

动力与电气工程

引用本文复制引用

夏谦,于嵩松,吴海洋..钢管塔杆件微风振动条件下的结构安全性研究[J].电力勘测设计,2025,(3):21-25,5.

基金项目

国家电网公司总部科技项目"考虑环境因素影响的输电线路钢管塔涡激振动疲劳及控制技术研究"(5200-202156071A-0-0-00). (5200-202156071A-0-0-00)

电力勘测设计

1671-9913

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