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山西省泽城西安水电站工程坝基混凝土防渗墙的施工工艺

Construction Technique of Concrete Diaphragm Wall in Dam Foundation of Zecheng Xi'an Hydroelectric Station Project
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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

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