摘要
目前线路所经区域超设计风速情况时有发生,以往采用设计风速作为基准风速进行风偏校核的方式已不满足实际需求。国网湖北省电力有限公司检修公司对所辖19 000余基杆塔按超设计风速5%进行风偏校核,对校核结果进行了分析统计,明确了各类塔型塔头尺寸、Kv值等对风偏风险的影响,提出了风偏治理建议。
At present, the situations of exceeding designing wind speed has occurred frequently.The way that the design wind speed is used as the reference speed is not satisfied with the actualdemand. State Grid Hubei maintenance company checked the windage yaw for more than 19 000 towers by adopting the 5%exceeding designing of wind speed as the reference wind speed, the results of verification are analyzed and counted, the influences of tower type,tower head size and Kvvalue are clarified, some suggestions for windage yaw management are proposed.
作者
金哲
尹洪
李晓峰
刘春堂
雷雨
辛巍
杨世强
Jin Zhe;Yin Hong;Li Xiaofeng;Liu Chuntang;Lei Yu;Xin Wei;Yang Shiqiang(Maintenance Company of State Grid Hubei Electric Power Company, Wuhan Hubei 430050, Chin)
出处
《湖北电力》
2017年第9期25-28,38,共5页
Hubei Electric Power
关键词
风偏校核
超设计风速
塔头尺寸
Kv值
windage yaw checking;exceeding designing of wind;tower head size;Kv value