Construction method of double-layer geomembrane composite diaphragm wall
The invention discloses a construction method of a double-layer geomembrane composite anti-seepage wall, and aims to provide a construction method which can effectively solve the problems of geomembrane distortion and floating in the construction process of the geomembrane composite anti-seepage wal...
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Main Authors | , , , , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
01.03.2024
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Subjects | |
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Abstract | The invention discloses a construction method of a double-layer geomembrane composite anti-seepage wall, and aims to provide a construction method which can effectively solve the problems of geomembrane distortion and floating in the construction process of the geomembrane composite anti-seepage wall in the prior art. The construction method of the double-layer geomembrane composite anti-seepage wall can effectively improve the blocking effect of the geomembrane composite anti-seepage wall. The method sequentially comprises the following steps that A, an anti-seepage wall groove is constructed, specifically, TRD equipment is adopted for cutting and stirring in a foundation to form the anti-seepage wall groove; b, a double-layer geomembrane is laid, the geomembrane is lowered in a U shape, the U-shaped geomembrane comprises a left-layer side geomembrane, a right-layer side geomembrane and a bottom geomembrane connecting the bottoms of the left-layer side geomembrane and the right-layer side geomembrane into a |
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AbstractList | The invention discloses a construction method of a double-layer geomembrane composite anti-seepage wall, and aims to provide a construction method which can effectively solve the problems of geomembrane distortion and floating in the construction process of the geomembrane composite anti-seepage wall in the prior art. The construction method of the double-layer geomembrane composite anti-seepage wall can effectively improve the blocking effect of the geomembrane composite anti-seepage wall. The method sequentially comprises the following steps that A, an anti-seepage wall groove is constructed, specifically, TRD equipment is adopted for cutting and stirring in a foundation to form the anti-seepage wall groove; b, a double-layer geomembrane is laid, the geomembrane is lowered in a U shape, the U-shaped geomembrane comprises a left-layer side geomembrane, a right-layer side geomembrane and a bottom geomembrane connecting the bottoms of the left-layer side geomembrane and the right-layer side geomembrane into a |
Author | DAI TENGTENG XIE HAINING ZHOU FANGYUAN DENG YILIANG LI PING XIE DONGZHUANG SHI HAOJUN DING JIMIN ZHOU LINGUO TONG JIANQING ZHOU JIANJUN DING JIBIN |
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DocumentTitleAlternate | 一种双层土工膜复合防渗墙施工方法 |
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Snippet | The invention discloses a construction method of a double-layer geomembrane composite anti-seepage wall, and aims to provide a construction method which can... |
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SubjectTerms | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
Title | Construction method of double-layer geomembrane composite diaphragm wall |
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