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山区小水电高陡边坡上的镇墩设计探讨
引用本文:庞利君,漆文邦,温林子,黄曦.山区小水电高陡边坡上的镇墩设计探讨[J].水利科技与经济,2010,16(3):297-299.
作者姓名:庞利君  漆文邦  温林子  黄曦
作者单位:四川大学水电学院,成都,610065
摘    要:山区小水电多为引水式水电站,水头较高,压力管道所在地多为高陡边坡。在这种情况下,镇墩设计除了需要满足抗滑及地基应力要求,还要考虑抗倾覆问题及镇墩的开裂问题(上凸弯管)。通过对知木林水电站高陡边坡上的镇墩进行设计分析,选取适当的治理措施,总结了在高陡边坡上镇墩设计中几点经验,以供同行参考。

关 键 词:镇墩  高水头  边坡稳定  裂缝控制

Study about Design Anchorage Block on High-steep Slope of Small Hydropower in Mountain Areas
PANG Li-jun,QI Wen-bang,WEN Lin-zi,HUANG Xi.Study about Design Anchorage Block on High-steep Slope of Small Hydropower in Mountain Areas[J].Water Conservancy Science and Technology and Economy,2010,16(3):297-299.
Authors:PANG Li-jun  QI Wen-bang  WEN Lin-zi  HUANG Xi
Affiliation:PANG Li-jun,QI Wen-bang,WEN Lin-zi,HUANG Xi(Sichuan University,College of Hydroelectric,Chengdu 610065,China)
Abstract:Small hydropower in mountain areas mostly are diversion type power stations,which have high water-head.The penstocks usually are lay outing on the high-steep slope.Under the circumstances,besides the requirements of stability against sliding and foundation stress,the design of anchorage block should also meet stability against the overturn and cracking problem on the upper convex elbow.This paper focuses on designing and analysising anchorage block on high-steep slope of Zhimulin Hydropower Station,choosing...
Keywords:anchorage block  highowater-head  stability  crack control  
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