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三峡工程三期土石围堰防渗墙施工工艺试验(Ⅰ)

Technological Test for Construction of Impervious Core of Earth-rockfill Cofferdam (3rd-phase) of TGP (Ⅰ)
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摘要 为确保防渗墙墙体防渗效果和施工工期要求 ,在防渗墙大规模施工前进行了振孔高喷、常规高喷、钻喷一体化和自凝灰浆防渗墙等成墙工艺的现场试验 ,试验结果说明四项成墙工艺均可用于三峡工程三期土石围堰防渗墙。 The volume of the cofferdam (3rd-phase)of TGP is very large and its construction is pressed for time. For ensuring that the impervious core of the cofferdam has a good quality and could be completed in time limit, a number of tests are carried out before its construction, i.e. high-pressure vibro-grouting as principal with conventional grouting as supplementary, drilling and grouting simultaneously, self-setting mortar grouting etc. The results show these technologies are preferable for the cofferdam construction.
作者 姚明辉 李焰
出处 《湖北水力发电》 2003年第2期27-30,共4页 Hubei Water Power
关键词 防渗墙成墙工艺 钻喷一体化 振孔高喷 常规高喷 自凝灰浆 earth-rockfill cofferdam high-pressure vibro-grouting high-pressure conventional grouting drilling and grouting simultaneously self-setting mortar
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