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基于样本矩的四地螺塔脚板抗拔可靠度分析

蒲凡 王成 刘进通 陈强 王涛 何松洋

电力勘测设计Issue(5):34-41,102,9.
电力勘测设计Issue(5):34-41,102,9.DOI:10.13500/j.dlkcsj.issn1671-9913.2025.05.006

基于样本矩的四地螺塔脚板抗拔可靠度分析

Tensile Reliability Analysis of Four Ground Screw Tower Footplate Based on Sample Moments

蒲凡 1王成 1刘进通 1陈强 1王涛 2何松洋1

作者信息

  • 1. 中国电力工程顾问集团西南电力设计院有限公司,四川 成都 610021
  • 2. 香港理工大学,土木与环境工程系,香港 999077||哈尔滨工业大学,哈尔滨工业大学重庆研究院,重庆 401151
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摘要

Abstract

The four-ground screw tower footplate is widely used in overhead transmission line angle towers,and it is important to accurately assess its safety level.In view of this,a tensile reliability analysis method based on the sample moment method is constructed in this paper.By establishing a refined numerical model of the four ground snail,the weak components and damage modes are analyzed;the limit state equation for the tensile damage of the four ground snail tower footplate is given based on the yield line theory,and finally the tensile reliability index of the four ground snail tower footplate is calculated by considering the randomness of materials and loads in a typical project with the sample moment method.The analysis results show that:the tensile reliability index of the four ground snail tower footplate is 4.220 9,which can well meet the requirements of the primary target reliability index;meanwhile,the thickness of the base plate has a significant influence on the tensile reliability index of the four ground snail tower footplate,and the reliability index can be increased by 10.11%after increasing the thickness by 8mm.

关键词

输电塔结构/四地螺塔脚板/抗拔可靠度/屈服线理论/样本矩方法

Key words

transmission tower structure/four-ground screw tower footplate/pullout reliability/yield line theory/sample moment method

分类

动力与电气工程

引用本文复制引用

蒲凡,王成,刘进通,陈强,王涛,何松洋..基于样本矩的四地螺塔脚板抗拔可靠度分析[J].电力勘测设计,2025,(5):34-41,102,9.

基金项目

国家电网有限公司科技项目(5200-202156071A-0-0-00). (5200-202156071A-0-0-00)

电力勘测设计

1671-9913

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