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Construction method of separation wall for carrying out in situ separation repair on pollution site

A construction method and separation wall technology, applied in artificial islands, water conservancy projects, infrastructure engineering, etc., can solve the problems of aggravated wall damage, low wall resistance to corrosion damage, workability increases with age, etc., to achieve The construction method is simple, the wall integrity is avoided, and the effect of shortening the effective time of isolation

Active Publication Date: 2013-09-18
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

For the polluted liquid where sulfate ions, heavy metal ions and chloride ions are common, the addition of cement may aggravate the damage of the wall
At the same time, the workability of the isolation measures with cement as the main additive increases with age; it takes a long period to achieve stable workability, but the ability of the wall to resist corrosion damage during this period is low

Method used

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  • Construction method of separation wall for carrying out in situ separation repair on pollution site
  • Construction method of separation wall for carrying out in situ separation repair on pollution site
  • Construction method of separation wall for carrying out in situ separation repair on pollution site

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Embodiment Construction

[0022] The technical solutions of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0023] A separation wall for in-situ isolation and repair of polluted sites according to the present invention, the separation wall 3 is composed of uncontaminated in-situ soil and bentonite, wherein the mass ratio of uncontaminated in-situ soil and bentonite is 95:5 to 85:15.

[0024] The separation wall 3 in the present invention does not use cement material, but uses bentonite instead of cement, and its impermeability can reach or even exceed the original separation measures using cement as material.

[0025] Further, the top of the separation wall 3 is provided with a geomembrane 5 , and the width of the bottom surface of the geomembrane 5 is greater than the width of the top surface of the separation wall 3 . Adding the geomembrane 5 is mainly to reduce the cracking at the top of the separation wall 3 due to the dry-wet cycle.

[002...

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Abstract

The invention discloses a separation wall for carrying out in situ separation repair on a pollution site and a construction method thereof. The separation wall consists of unpolluted in situ soil and bentonite, wherein the mass ratio of the in situ soil to the bentonite is 95:5 to 85:15. The construction method of the separation wall comprises the following steps of: a first step of excavating a trough body in a region on the periphery of the pollution site, wherein soil digged out from the trough body is the unpolluted in situ soil; a second step of preparing bentonite slurry; a third step of pouring the bentonite slurry into the trough body; a fourth step of preparing back filling, i.e. adding bentonite dry powder in the unpolluted in situ soil, uniformly mixing the unpolluted in situ soil and the bentonite dry powder to form the back filling; and a fifth step of filling back the back filling mixed with the bentonite into the trough body and uniformly stirring the back filling and the bentonite slurry in the trough body. Due to the adoption of the technical scheme, the construction cost of the separation wall can be reduced, the separation response time is shortened, and the separation effect is improved. Meanwhile, the construction method is simple.

Description

technical field [0001] The invention relates to the technical field of isolation and restoration of polluted sites, in particular to a construction method for an isolation wall used for in-situ isolation and repair of polluted sites. Background technique [0002] In recent years, with the demolition of a large number of chemical, steel and other factories, the problem of site pollution caused by improper handling of "three wastes" during the operation period has become increasingly apparent. The land at the original site was extensively polluted by heavy metals and organic matter and seeped into the groundwater body. The water head of the dripping liquid in the municipal solid waste landfill site exceeds the standard, the bottom liner fails, and the tailings dam is affected by rainfall, etc., which all cause the polluted liquid to invade the soil layer and spread along the direction of groundwater migration. Incomplete soil pollution remediation and sudden pollution inciden...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D29/02
Inventor 杜延军范日东魏明俐蒋宁俊
Owner SOUTHEAST UNIV
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