摘要
为了减少坝基渗漏,泽城西安水电站工程混凝土面板堆石坝的坝基设置了混凝土防渗墙。墙长191.50 m,墙厚1.0 m,最大墙深52 m。文中叙述了防渗墙施工的总体布置,防渗墙施工方法及其在施工过程中的质量控制。
In order to control the seepage through foundation of reinforced concrete facing rockfill dam in Zecheng Xi'an Hydroelectric Station Project , the concrete diaphragm wall is set up in dam foundation . The total length of wall is 191.5m , its thickness is 1 m , and the maximum depth is 52m . The paper states the construction general layout for building this wall, its detailed construction technique and quality control in the whole construction process.
出处
《山西水利科技》
2012年第4期24-26,共3页
Shanxi Hydrotechnics
关键词
混凝土防渗墙
泥浆配合比
造孔
质量控制
concrete diaphragm wall
mud mix proportion
making hole
quality control