Grouting repair construction method for underground continuous wall defect

An underground diaphragm wall and construction method technology, which is applied in basic structure engineering, basic structure repair, construction, etc., can solve the problems of rising concrete strength, high cost, dragging down the progress of the project, etc., and achieves easy on-site operation, convenient transportation and storage. , the effect of high adaptability

Inactive Publication Date: 2018-12-21
SHANGHAI FOUND ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The cost of traditional measures such as wall patching and pile patching on the outside of the wall is extremely high, and the progress of the entire project is also seriously hindered due to the need to wait for the strength of the concrete to increase

Method used

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  • Grouting repair construction method for underground continuous wall defect
  • Grouting repair construction method for underground continuous wall defect
  • Grouting repair construction method for underground continuous wall defect

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Embodiment Construction

[0018] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0019] The underground diaphragm wall defect grouting repair construction method of the present invention, its construction steps are:

[0020] 1) Construct water-stop curtains on both sides of the ground wall, and clean up the waste slurry and waste soil above the tank section

[0021] In order to prevent the grout from overflowing during the grouting process, first place the ground wall defect position A (see figure 1 ) construction of water-stop curtains on both sides, such as figure 2 As shown in (a) and (b), the conventional rotary spraying reinforcement B or MJS method can be used to reinforce C, so as to ensure the repair effect. In order to ensure that the defect location can be accurately located in the ground wall repair operation, the waste slurry and waste soil generated in the above process should be cleaned up first.

[0022] 2) Take t...

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Abstract

The invention relates to a grouting repair construction method for an underground continuous wall defect, comprising the steps of: 1) constructing a water stop curtain on both sides of the defect position, and cleaning the waste slurry and waste soil above a groove section; 2) performing coring at the specified location and using a drill to drill the hole to the specified depth; 3) installing a suitable size of slurry pipes in the core hole, and embedding two slurry pipes in each core hole, one for a grouting pipe and the other for a discharging pipe; 4) using a grouting pump for washing withwater, and lifting up and down while washing until the water overflows from the core hole; 5) grouting into the slurry pipes with grouting material; and 6) performing grouting more than two times in each core hole, firstly performing grouting in one grouting pipe, and stopping the grouting after the slurry in the discharging pipe overflows and closing a ball valve; then performing grouting again until the pressure in the slurry pipes reach 1Mpa or more, stopping the grouting and closing the ball valve to end the grouting. According to the grouting repair construction method for underground continuous wall defect, a variety of underground continuous wall defects and leakage problems caused by special reasons can be effectively solved.

Description

technical field [0001] The invention relates to a grouting repair method at the defect position of an underground continuous wall. Background technique [0002] As the most commonly used form of enclosure for deep foundation pit engineering, underground diaphragm walls are currently widely used in China. However, due to the difficulty in construction of underground diaphragm walls, especially ultra-deep underground diaphragm walls, the quality may be affected by external factors during the construction process. Defects, such as untimely supply of concrete, interruption of construction due to natural weather or other reasons, complex geological conditions on site, etc. Since the quality of the ground wall is related to the safety of the foundation pit, its defects must be dealt with. The traditional measures such as wall patching and pile patching on the outside of the wall are extremely costly, and because it is necessary to wait for the strength of the concrete to rise, th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D15/04E02D19/18E02D37/00
CPCE02D15/04E02D19/18E02D37/00E02D2250/003
Inventor 吴洁妹尹宇杰赵永强赵国伟荀为卓董恒晟谭纯
Owner SHANGHAI FOUND ENG GRP
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