沙牌拱坝经受了超强地震的考验  

Shapai arch dam has withstood Wenchuan earthquake beyond fortification level

作　　者：王仁坤[1] 邵敬东[1] 

机构地区：[1]中国水电顾问集团成都勘测设计研究院,成都610072

出　　处：《水力发电学报》2009年第5期92-96,共5页Journal of Hydroelectric Engineering

摘　　要：沙牌拱坝高132m,是我国于上世纪末建设的世界最高碾压混凝土拱坝。拱坝抗震设防烈度为7度。5.12汶川大地震震中距离坝址约36公里,波及到坝址的影响烈度约9度,震时水库水位为正常蓄水位。震后检查,拱坝工程未发现明显的震损破坏,包括横缝和诱导缝均无明显张开迹象。本文在叙述拱坝设计与建设的基础上,就拱坝结构与基础的抗震安全作了初步复核分析,沙牌拱坝仍可继续发挥正常的挡水任务。The Shaipai arch dam, 132m high, is the highest RCC arch dam in the world by the end of 20th century, and its seismic fortification intensity is 7°. The construction site of this dam is about 36 km away from the epicenter of Wenchuan earthquake, and the local seismic intensity is 9°. When the earthquake was occurring, the Shaipai reservoir was at its normal storage level. The field inspection after the earthquake shows, that no obvious earthquake-caused damage to the dam, and that no significant indication of cracking at the transverse joints and induced joints of the dam has been found. This paper presents a preliminary rechecking analysis of the seismic safety of the dam structure and its abutment foundation. The results show that the Shapai arch dam retains its normal function of withstanding the design water load.

关 键 词：水工结构 抗震 复核 沙牌拱坝 汶川地震 

分 类 号：TV698.1[水利工程—水利水电工程] TV312