Vertical anti-seepage barrier and construction method thereof

A barrier and construction technology, applied in construction, protection devices, infrastructure engineering, etc., can solve the problems of low elastic modulus, poor chemical corrosion resistance, and impervious performance that is difficult to meet environmental protection requirements, etc., to achieve low permeability coefficient, The effect of meeting environmental protection requirements

Inactive Publication Date: 2017-01-11
TIANJIN ZHONGLIANGELIN SCI & TECH DEV CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] Plastic cut-off wall is an improved cut-off wall technology based on the shortcomings of rigid cut-off walls. It uses bentonite, clay and other admixture materials to replace part of the cement in ordinary concrete to form a low-strength, low-elastic-modulus cut-off wall material. , but it only improves the deficiencies of the rigid cut-off wall, and cannot completely solve the above problems. It is also prone to stress concentration and cracks, forming hidden parts of leakage
And poor chemical corrosion resistance
[0007] Flexible anti-seepage walls are currently widely used in water conservancy projects. They have the characteristics of simple construction, low engineering cost, similarity to the surrounding soil, and the construction site can be redeveloped and constructed. However, its anti-seepage performance is difficult to meet <1×10-7cm / s environmental requirements
HDPE vertical curtain anti-seepage technology has good chemical corrosion resistance, but it is difficult to overlap, and the problem of seepage around the joint between the groove and the geomembrane is difficult to solve
[0008] Among the above anti-seepage walls, the disadvantages of the rigid anti-seepage wall and the plastic anti-seepage wall are that they only have an isolation effect and are not resistant to chemical corrosion. Seep through the bottom of the trench and penetrate through the joint, so that the harmful substances in it can pollute the soil and groundwater

Method used

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  • Vertical anti-seepage barrier and construction method thereof

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Effect test

Embodiment 1

[0045] like figure 1 As shown, a kind of construction method of vertical anti-seepage barrier that one embodiment of the present invention proposes, it comprises:

[0046] Excavating a trench 10, the bottom of which extends into the impermeable layer 20 of the ground;

[0047] The location of the trench can be located on one side, both sides of the landfill or around the ring trench, or the location of the trench can be located on one or both sides of the river or channel; the width of the trench is determined according to the specific anti-seepage requirements , such as 60cm; the bottom of the groove can extend into the impermeable layer for a predetermined distance, specifically 20-100cm;

[0048] A composite geomembrane 30 is laid on at least one side wall of the trench, and on the composite geomembrane 30, there is a non-woven fabric on the side facing the inside of the trench 10;

[0049]Among them, the composite geomembrane contains at least 2 layers, one layer is non-...

Embodiment 2

[0074] The vertical anti-seepage barrier provided by the second embodiment of the present invention can be constructed by the construction method of the vertical anti-seepage barrier described in the first embodiment above, and the construction method of the vertical anti-seepage barrier can adopt the first embodiment The method in, do not go into details here, described vertical anti-seepage barrier comprises:

[0075] vertical cutoff walls formed in trenches;

[0076] A composite geomembrane, the composite geomembrane is located between at least one side wall of the groove and the vertical cut-off wall, and a non-woven fabric is provided on the side of the composite geomembrane facing the inside of the groove cloth, and the non-woven fabric on the composite geomembrane facing the inside of the trench is combined with the vertical cut-off wall.

[0077] Specifically, there is a non-woven fabric on the side of the composite geomembrane facing away from the inside of the groov...

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Abstract

The invention relates to a vertical anti-seepage barrier and a construction method thereof, relates to the technical field of vertical anti-seepage walls. The vertical anti-seepage barrier and the construction method mainly aim at improving the chemical corrosion prevention capacity of the vertical anti-seepage walls and improving the anti-seepage effect. According to the main adopted technical scheme, the construction method of the vertical anti-seepage barrier includes the steps that a groove is dug, wherein the bottom of the groove extends into an underground impermeable layer; a composite geo-membrane is laid on the side wall of at least one side of the groove, split bodies of the composite geo-membranes are connected in a lap joint manner through a sealant, and nonwoven fabric is arranged on the sides, facing the inner side of the groove, on the composite geo-membranes; and materials are backfilled in the groove, a vertical anti-seepage wall combined with the nonwoven fabric, facing the inner side of the groove, on the composite geo-membranes is formed in the groove, and the vertical anti-seepage barrier is composed of the composite geo-membranes, combined with one another, and the vertical anti-seepage wall. Compared with a vertical anti-seepage wall in the prior art, the permeability coefficient of the vertical anti-seepage barrier is small and smaller than or equal to 1*10<-7> cm / s, and the environment protection requirement can be met.

Description

technical field [0001] The invention relates to the technical field of vertical anti-seepage walls, in particular to a vertical anti-seepage barrier and a construction method thereof. Background technique [0002] In the process of continuous urbanization, people will produce a large amount of domestic waste in daily life, or produce a large amount of industrial waste in industrial production. For a large amount of domestic waste and industrial waste, some of them can be incinerated, and the other part that cannot be incinerated needs to be landfilled. [0003] In the landfill treatment, in order to prevent the toxic and harmful substances from penetrating from the landfill to the surrounding environment and avoid the pollution of the surrounding environment by toxic and harmful substances, a horizontal anti-seepage layer is laid at the bottom of the landfill. The vertical anti-seepage walls around the landfill are used to block the infiltration of toxic and harmful substan...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D31/00
CPCE02D31/006
Inventor 谢世平何顺辉张健
Owner TIANJIN ZHONGLIANGELIN SCI & TECH DEV CO LTD
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