水布垭枢纽围堰混凝土防渗墙的施工特点  

Construction Peculiarities of Concrete Impervious Core of Cofferdams of Shuibuya Hydroproject

作　　者：辜永国[1] 

机构地区：[1]三峡大学土木水电学院,湖北宜昌443002

出　　处：《湖北水力发电》2006年第2期46-48,共3页Hubei Water Power

摘　　要：水布垭枢纽上、下游围堰混凝土防渗墙工程,地处深山峡谷,地质条件复杂,工期紧张,采取了最优的施工方案和施工措施,取得了令人满意的工程效果。The concrete impervious core of upper cofferdam and lower cofferdam of Shuibuya hydroproject are built in a deep valley with complicated geological circumstances. As the construction schedule is pressed for time, so a well-advised construction plan and some relevant measures are taken and satisfactory result is achieved.

关 键 词：围堰 深厚覆盖层 混凝土防渗墙 施工措施 

分 类 号：TV543.82[水利工程—水利水电工程] TV223.3