Tunnel inner micro-destabilization slip-casting technique

A micro-disturbance technology in the tunnel, applied in tunnels, tunnel linings, wellbore linings, etc., can solve problems such as formation disturbances, inability to take into account the surrounding complex environment, and disturbance of the speed of pipe pulling.

Inactive Publication Date: 2008-09-03
SHANGHAI URBAN CONSTRUCTION MUNICIPAL ENGINEERING (GROUP) CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The currently commonly used grouting methods include compaction grouting, rotary jet grouting, cracking grouting, etc. The construction methods are different, and they can still meet the requirements for better strata or environmental conditions; the existing grouting technology usually cannot Taking into account the complex surrounding environment, and generally only consider the final effect of grouting, without considering the disturbance of the grouting process, so in the case of extremely high requirements for environmental protection, especially when the deformation needs to be controlled within a small range of millimeters, Important parameters such as grouting flow rate, grouting times, and pipe pulling speed will produce relatively significant self-disturbances, so the degree of refinement is crucial to the realization of construction control objectives
If the construction process is not properly controlled, the grouting method for the purpose of reinforcement often causes greater disturbance to the stratum, making the control index impossible to achieve

Method used

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  • Tunnel inner micro-destabilization slip-casting technique

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Embodiment Construction

[0013] The features of the present invention and other related features will be further described in detail below in conjunction with the accompanying drawings through embodiments, so as to facilitate the understanding of those skilled in the art:

[0014] As shown in Figure 1-2, the labels 1-15 represent: liquid A mixing tank 1, liquid A grouting pump 2, flow meter 3, pressure gauge 4, mixing chamber 5, sealing device 6, one-way valve 7, ball valve 8. Shield segment 9, liquid B mixing tank 10, grouting pump 11, flow meter 12, pressure gauge 13, grouting pipe 14, shield segment embedded parts 15.

[0015] The grouting materials and process parameters used in this embodiment are as follows:

[0016] (1) Double liquid slurry ratio

[0017] In order to minimize the impact of the grouting process on the inclined house and the surrounding environment, according to different geological conditions and construction experience, the grout ratio with a shrinkage rate of less than 5% is ...

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Abstract

The present invention relates to tunnel construction class which particularly relates to a tiny disturbance grouting control technique in tunnel, which comprises choices of grouting equipment, grouting material and technique parameters, wherein, the grouting material is two slurries with shrinkage no more than 5%, in grouting process, when using synchronous supplement slurry, the pressure of grouting is no more than 0.5Mpa, grouting flux is 15-15L / min, when using replacement grouting and pipe-driving grouting in layers, the pressure of grouting is 0.3-0.5Mpa, grouting flux is 15-25L / min. The present invention injects a special serum around bottom layer by special tiny disturbance control technique in tunnel to act as not only reinforce function, but also least disturbance for soil in grouting process, controls the disturbance in grouting process and stratum displacement by tunnel construction at a little degree, protect efficiently adjacent underground and buildings sensitivity of ground settlement.

Description

technical field [0001] The invention relates to tunnel construction, in particular to a micro-disturbance grouting process in a tunnel. Background technique [0002] The currently commonly used grouting methods include compaction grouting, rotary jet grouting, cracking grouting, etc. The construction methods are different, and they can still meet the requirements for better strata or environmental conditions; the existing grouting technology usually cannot Taking into account the complex surrounding environment, and generally only consider the final effect of grouting, without considering the disturbance of the grouting process, so in the case of extremely high requirements for environmental protection, especially when the deformation needs to be controlled within a small range of millimeters, Important parameters such as grouting flow rate, grouting times, and pipe pulling speed will produce relatively significant self-disturbances, so the degree of refinement is crucial to...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D20/02
Inventor 葛以衡赵国强夏晨欢廖少明
Owner SHANGHAI URBAN CONSTRUCTION MUNICIPAL ENGINEERING (GROUP) CO LTD
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