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 XIE DONGZHUANG, DING JIMIN, XIE HAINING, SHI HAOJUN, ZHOU LINGUO, DAI TENGTENG, DING JIBIN, LI PING, DENG YILIANG, ZHOU JIANJUN, ZHOU FANGYUAN, TONG JIANQING
Format Patent
LanguageChinese
English
Published 01.03.2024
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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
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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– fullname: ZHOU LINGUO
– fullname: DAI TENGTENG
– fullname: DING JIBIN
– fullname: LI PING
– fullname: DENG YILIANG
– fullname: ZHOU JIANJUN
– fullname: ZHOU FANGYUAN
– fullname: TONG JIANQING
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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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