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1 总则 1.0.1 《水利水电工程混凝土防渗墙施工技术规范》(以下简称本规范)是水利水电工程混凝土防渗墙(以下简称防渗墙)施工的技术准则。 1.0.2 本规范适用水工建筑物松散透水地基或土石坝坝体内深度小于70m、墙厚60～100cm防渗墙的施工。深度或厚度超过上述范围,应通过试验做出补充规定。 1.0.3 防渗墙施工,除应遵守本规范外,凡本规定未涉及的内容还应遵守现行的有关标准。
1 General Provisions 1.0.1 “Technical Specifications for Concrete Cut-off Wall Construction of Water Conservancy and Hydropower Engineering” (hereinafter referred to as “the Code”) is the technical guideline for the construction of concrete cutoff walls for water conservancy and hydropower projects (hereinafter referred to as cutoff walls). 1.0.2 This standard applies to hydraulic construction loose loose foundation or embankment dam body depth less than 70m, wall thickness of 60 ~ 100cm impervious wall construction. If the depth or thickness exceeds the above range, supplementary provisions shall be made through tests. 1.0.3 Cutoff wall construction, in addition to the specification should be observed, where the provisions of the content should not be covered should also comply with the relevant current standards.