| 桥巩水电站一期导流围堰基岩帷幕灌浆施工 |
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| 引用本文： | 李炳森.桥巩水电站一期导流围堰基岩帷幕灌浆施工[J].广西水利水电,2007(5):55-57. |
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| 作者姓名： | 李炳森 |
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| 作者单位： | 广西电力工业勘察设计研究院,广西,南宁,530023 |
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| 摘 要： | 分析了桥巩水电站一期导流碾压混凝土围堰的工程地质条件,论述了其基岩帷幕灌浆施工工序及每道工序应注意的技术问题.并对钻孔、压水试验灌浆、浆液配比及其它一些特殊情况的处理进行了详细的论述.
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| 关 键 词： | 碾压混凝土围堰 帷幕灌浆 施工 桥巩水电站 |
| 文章编号： | 1003-1510（2007）05-0055-03 |
| 收稿时间： | 2007-08-08 |
| 修稿时间： | 2007年8月8日 |
Base rock curtain grouting construction for stage I diversion cofferdam of Qiaogong HPP |
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| LI Bing-sen.Base rock curtain grouting construction for stage I diversion cofferdam of Qiaogong HPP[J].Gx Water Resources & Hydropower Engineering,2007(5):55-57. |
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| Authors: | LI Bing-sen |
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| Abstract: | Based on an analysis of the engineering geological conditions of the rolled compacted concrete cofferdam for stage I diversion of Qiaogong hydropower plant,the author presented the construction procedures of base rock curtain grouting and the technical issues in need of special attention for each procedure.A detailed introduction was also made on the treatment measures for boring,pressure water test grouting,slurry mix proportion and other special cases. |
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| Keywords: | Rolled compacted concrete cofferdam curtain grouting construction Qiaogong hydropower plant |
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