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Method for water interception curtain grouting in leakage concrete

A curtain grouting and concrete technology, applied in water conservancy engineering, marine engineering, construction, etc., can solve problems such as economic losses, affecting the continuous operation of power stations, and achieve stable operation, good economic and social benefits.

Active Publication Date: 2013-11-27
CHINA GEZHOUBA GRP INT ENG
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  • Description
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Problems solved by technology

[0004] In the past, the problem of dam concrete leakage was usually solved by emptying the reservoir water and painting the surface with anti-seepage materials, which often only solved the dam surface above the dead water level, and the dam body leakage problem below the dead water level required emptying the dam storage. Water can only be treated, which will affect the continuous operation of the power station and bring economic losses at the same time

Method used

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  • Method for water interception curtain grouting in leakage concrete
  • Method for water interception curtain grouting in leakage concrete
  • Method for water interception curtain grouting in leakage concrete

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Embodiment Construction

[0031] The purpose of the present invention is to overcome the drawbacks in the prior art that the reservoir area must be drained to store water for plugging, to ensure the stability and safety of buildings, and to provide a plugging method under dynamic water conditions. Such as figure 1 As shown, there is an interlayer joint 4 between the upstream dam surface 1 and the downstream dam surface 2, and the dam has interlayer seam leakage 12 and concrete leakage 21. Low permeability, strip-shaped on the plane, and an anti-seepage structure that looks like a stage curtain on the facade, that is, the grouting curtain, also known as the water-cutting curtain 3, so as to solve the problem of concrete plugging.

[0032] The water cut-off curtain 3 adopts the construction method of separate rows and sequential grouting. When there are multiple rows of holes, drill and grout the downstream row first, then drill and grout the upstream row, and finally drill and grout the middle row. The ...

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Abstract

The invention relates to a method for water interception curtain grouting in leakage hydraulic concrete, and belongs to the technical field of hydropower station mass concrete grouting. At first, hole site lofting and in-position of equipment are carried out, then drilling is conducted in a row separation, order separation and subsection mode, joint washing of wind and water in holes and a simple water pressure test are carried out, the wind is blown to drive the water, cement grouting in a row separation, order separation and subsection mode can be conducted, meanwhile lifting observation is carried out, and finally the holes are sealed, drilling and core taking of inspection holes are conducted, and inspection and acceptance are conducted through an acoustic wave test, camera shooting in the holes, the water pressure test and the like. The method is suitable for leakage grouting processing generated due to concrete interlayer joints, concrete defects and other reasons.

Description

technical field [0001] The invention belongs to the technical field of large-volume concrete grouting in hydropower stations, and relates to a water-cutting curtain grouting method inside leaking concrete. Background technique [0002] At present, leakage of hydraulic concrete is one of the common defects. The main reasons are: unreasonable structural design, improper design or use of concrete mix ratio, irregular construction technology, poor quality, illegal operation, poor management, use or Changes in service conditions, damage by external loads or aging of materials, etc. [0003] The existence of concrete leakage will cause a large osmotic pressure inside the building, and sometimes even affect the safety and stability of the building. One of the mechanisms of seepage damage to concrete is: long-term water seepage will dissolve Ca(OH)2 in cement stones, the internal voids of concrete will increase, the structure will be loose, and the strength will decrease. The seco...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/16
Inventor 刘怀亮李建彬李焰王明毅王继龙张明德徐健贾海波陈靖李玉林吴正安张鹤李武群
Owner CHINA GEZHOUBA GRP INT ENG
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