| 冯村水库除险加固工程防渗墙施工 |
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| 引用本文： | 陈雅. 冯村水库除险加固工程防渗墙施工[J]. 电网与水力发电进展, 2005, 21(2): 69-72 |
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| 作者姓名： | 陈雅 |
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| 作者单位： | 陕西省水电工程局(集团)有限责任公司四公司 陕西西安710065 |
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| 摘 要： | 针对冯村水库蓄水后左右坝肩渗流较大,采用"两钻一抓"施工工艺在左右坝肩增设防渗墙,防渗墙厚40cm,最大高度37m。本文着重介绍了防渗墙的施工工艺以及取得的工程经验。
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| 关 键 词： | 防渗墙 槽孔 固壁泥浆 混凝土浇筑 |
| 文章编号： | 1671-4768(2005)02-0069-04 |
| 修稿时间： | 2004-12-07 |
The Impervious Concrete Wall Construction of the Reinforced Engineering of Fengcun Reservoir |
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| CHEN Ya. The Impervious Concrete Wall Construction of the Reinforced Engineering of Fengcun Reservoir[J]. Advance of Power System & Hydroelectric Engineering, 2005, 21(2): 69-72 |
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| Authors: | CHEN Ya |
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| Abstract: | In order to solve the problem of seepage in both the left and right abutment after impound, the method of "Two bore and one grasping", has been introduced and impervious wall has been built in the abutments. The thickness of the impervious wall is 40 cm with the maximal height of 37 m. The construction techniques of the impervious wall and the technical experience that has been gained in the engineering are introduced in the paper. |
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| Keywords: | the impervious wall slotopening slurry used to fix up the wall placing of concrete |
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