| 注册
首页|期刊导航|电网技术|特高压瓷套避雷器标准化抗震性能优化

特高压瓷套避雷器标准化抗震性能优化

刘振林 卢智成 张搏宇 孙宇晗 林森

电网技术2016,Vol.40Issue(5):1570-1575,6.
电网技术2016,Vol.40Issue(5):1570-1575,6.DOI:10.13335/j.1000-3673.pst.2016.05.041

特高压瓷套避雷器标准化抗震性能优化

Optimization Research on Seismic Safety Performance of UHV Porcelain Bushing Lightning Arrester Standardization

刘振林 1卢智成 1张搏宇 1孙宇晗 1林森1

作者信息

  • 1. 中国电力科学研究院,北京市 海淀区 100192
  • 折叠

摘要

Abstract

1 Standardization research based on seismic performance of ultra high voltage (UHV) lightning arrester, an important electrical device in substation, is of great significance to improve its seismic protection ability and guarantee project construction period. Optimum design principle of earthquake resistance of the arrester is put forward, and numerical simulation is used to analyze and compare multiple schemes with theoretical analytical method. Then more reasonable structure parameters of porcelain bushing are confirmed. Finally, tests of domestic manufactured arresters on earthquake simulating vibration table verified that the test facility met seismic fortification requirements of ground motion peak acceleration 0.3g (PGA=0.3g). Research results confirmed standardized structure parameters and improved seismic protection capacity of UHV lightning arrester. They also provide technological direction for seismic protection optimization of other electrical equipment and strong safeguard for seismic safety of UHV substation.

关键词

特高压避雷器/瓷套/标准化/抗震性能/数值仿真/地震模拟振动台

Key words

UHV lightning arrester/porcelain/standardization/seismic protection performance/numerical simulation/earthquake simulating vibration table

分类

信息技术与安全科学

引用本文复制引用

刘振林,卢智成,张搏宇,孙宇晗,林森..特高压瓷套避雷器标准化抗震性能优化[J].电网技术,2016,40(5):1570-1575,6.

基金项目

国家电网公司科技项目(特高压换流站支柱类电气设备及换流变回路系统抗震性能优化技术研究)。Project Supported by Science and Technology of State Grid Corporation (Seismic Performance Optimization Technology Research on Pillar Type Electrical Equipments and Converter Loop System of UHV Converter Substation) (特高压换流站支柱类电气设备及换流变回路系统抗震性能优化技术研究)

电网技术

OA北大核心CSCDCSTPCD

1000-3673

访问量0
|
下载量0
段落导航相关论文