十三陵抽水蓄能电站上水库引水事故闸门启闭机室抗震安全分析  

Seismic Safety Analysis of Upper Reservoir Emergency Gate Chamber of Shisanling Pumped Storage Power Station

作　　者：翟洁 张毅 ZHAI Jie;ZHANG Yi(Beijing Shisanling Pumped Storage Power Station,State Grid Xinyuan Co.Ltd..Beijing 102200,China)

机构地区：[1]国网新源控股有限公司北京十三陵蓄能电厂

出　　处：《水电与抽水蓄能》2019年第6期139-142,共4页Hydropower and Pumped Storage

摘　　要：鉴于《中国地震动参数区划图》(GB 18306—2015)对十三陵上水库工程区50年超越概率10%的地震动峰值加速度由0.15g调整为0.20g,相应地震基本烈度由0.15㎏Ⅶ度升至Ⅷ度。按照现行抗震规范,采用三维有限元方法对上水库引水事故闸门启闭机室进行静力和动力计算分析。研究结果表明,上水库引水事故闸门启闭机室结构变形和强度满足规范要求,抗震安全性能良好。According to GB 18306—2015 Seismic ground motion parameters zonation map of China,the seismic peak ground acceleration with probability of exceedanee 10%over 50 years is adjusted from 0.15gto 0.2g and seismic basic imensity is adjusted from VI degrees to VI degrees in Shisanling upper reservoir area.Based on current seismic code.threedimensional finite element method is used for the dynamic and static analysis.The result shows that the seismic safety perforrnance of the upper reservoir emergency gate chamber is good.

关 键 词：抽水蓄能电站 引水事故闸门启闭机室 三维有限元法 抗震安全 

分 类 号：TV698.1[水利工程—水利水电工程]