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Anti-seepage and leak-blocking construction method for excavation of subway foundation pit in soft soil area

A construction method and regional technology, applied in excavation, infrastructure engineering, construction, etc., can solve the problems of slow construction progress, easy pipe plugging, poor leak prevention and plugging effect, etc., and achieve fast plugging speed and short construction time , easy-to-control effects

Active Publication Date: 2010-12-15
TIANJIN CONSTR ENG CO LTD OF CHINA RAILWAY FIRST GRP CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide an anti-seepage and plugging construction method for the excavation of subway foundation pits in soft soil areas, which is reasonable in design, convenient in construction, comprehensive in consideration, and leak-proof and plugging in view of the above-mentioned deficiencies in the prior art The effect is good, the plugging treatment speed is fast, and it can effectively solve practical problems such as easy pipe plugging, poor leak prevention and plugging effect, and slow construction progress in the existing leak prevention and plugging construction.

Method used

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  • Anti-seepage and leak-blocking construction method for excavation of subway foundation pit in soft soil area

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Embodiment Construction

[0056] Such as figure 1 A kind of anti-seepage and plugging construction method for subway foundation pit excavation in soft soil area shown comprises the following steps:

[0057] Step 1. The pre-reinforcement construction of the ground connection wall joints, the construction process is as follows:

[0058] 101. Pre-reinforcement structure construction of high-pressure rotary grouting piles: After the construction of the ground connection wall 1 of the subway under construction is completed and before the excavation of the foundation pit, all the ground connection wall joints existing on the completed ground connection wall 1 2 is marked, and the high-pressure rotary grouting pile pre-reinforcement structure 3 is used to reinforce all the marked ground-wall joints 2 respectively, and the high-pressure rotary grouting pile pre-reinforcement structure 3 is formed by rotary spraying machine, and the The high-pressure rotary grouting pile pre-reinforcement structure 3 is arrang...

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Abstract

The invention discloses an anti-seepage and leak-blocking construction method for excavation of a subway foundation pit in a soft soil area, which comprises the following steps: 1) joint pre-reinforcement construction of an underground continuous wall: constructing a pre-reinforcement structure of a high-pressure rotary jet grouting pile, guiding holes, grouting by a sleeve valve pipe, sealing the holes, guiding the holes again and pre-burying the sleeve valve pipe for standby; and 2) the excavation of the foundation pit and the anti-seepage and leak-blocking construction: using surface floating earth for clearing and using the encased steel plate reinforcement method for anti-leak treatment for the situations that joints of the underground continuous wall have defects definitely and risk points are positioned below the excavation surface of the foundation pit, adopting the hole-guiding cyanogen injection condensing method for blocking of leak points with slight water leakage situation, adopting the horizontal hole grouting method for blocking for the water leak points with serious water leakage situation, and carrying out filling, grouting and reinforcement through the pre-buried sleeve valve pipe after completing the blocking. The method has reasonable design, convenient construction, comprehensive consideration, good anti-leak and leak-blocking effect, fast leak-blocking speed and can solve the problems of pipe blocking, poor anti-leak and leak-blocking effect, slow construction progress and the like in the existing anti-leak and leak-blocking construction.

Description

technical field [0001] The invention belongs to the technical field of anti-seepage and plugging construction of underground enclosure structures, and in particular relates to an anti-seepage and plugging construction method for excavating subway foundation pits in soft soil areas. Background technique [0002] In recent years, the construction of urban subways has continued to develop, especially in coastal cities. In subway construction, because the underground structure is greatly affected by the hydrogeological environment, if the groundwater level is high and the geological conditions are complex, the actual construction is easily affected by the seepage of the underground enclosure structure. Therefore, the anti-seepage and plugging of the subway underground enclosure structure is an important part of the entire subway construction, which determines the safety and quality of the construction. We must pay attention to the anti-seepage and plugging to ensure the smooth d...

Claims

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Application Information

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IPC IPC(8): E02D17/02E02D19/16E02D19/18
Inventor 王国君李军王成发宋卫峰孙明伟王国辉邢涛徐刚易敏寇欣李鑫和澄亮邓文涛刘延生周立娜
Owner TIANJIN CONSTR ENG CO LTD OF CHINA RAILWAY FIRST GRP CO LTD
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