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Anti-blocking and anti-floating grouting material for shield tunnel synchronous grouting

A technology of synchronous grouting and shield tunneling, applied in the field of grouting materials, can solve the problems of restricting the application of cement-sodium silicate double slurry, the floating of the shield lining structure, and insufficient strength of the stone body, etc., so as to delay the physical gelation time , continuous grouting, prolonging the effect of chemical gelation time

Pending Publication Date: 2020-11-27
SOUTHWEST JIAOTONG UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The single-liquid slurry uses cement as the main cementing material, and also includes river sand, bentonite and other materials, and its setting time is usually longer; although the gelling time can be shortened by adding an accelerator, its effect is limited. Generally, the physical gelation time cannot be shortened to the anti-floating time (30 minutes) required by the tunnel synchronous grouting, which will lead to the problem of floating of the shield lining structure; and blindly increasing the amount of accelerator will also cause gel formation. The problem of insufficient strength of the stone body in the later stage
The double-liquid slurry is mainly cement-sodium silicate double-liquid slurry, whose physical gelation time can meet the anti-floating requirements of synchronous grouting in tunnels, and can eliminate the buoyancy generated by the slurry after the segment comes out of the tail of the shield and before it floats up ; but its chemical gelation time is too short, which can be as short as ten seconds, which can easily cause blockage of the grouting pipe, and then need to stop the machine to clean the grouting pipe, resulting in low construction efficiency, discontinuous grouting, and poor grouting quality
And the strength of the stones formed in the later period is not high enough, which seriously restricts the application of cement-sodium silicate double liquid slurry in actual engineering

Method used

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  • Anti-blocking and anti-floating grouting material for shield tunnel synchronous grouting
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  • Anti-blocking and anti-floating grouting material for shield tunnel synchronous grouting

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Embodiment 1

[0016] A specific embodiment of the present invention is a grouting material for synchronous grouting of shield tunnels with anti-blocking and anti-floating, the components of which are water, cement, water glass and retarder, characterized in that: the cement It is 42.5-grade Portland cement; the water glass is an aqueous sodium silicate solution with a Baume degree of 30° and a modulus of 3.1, and the retarder is a diphosphate diphosphate with a purity of 99.0%, a pH value of 4.0, and a clarity of 3.0. ammonium hydrogen crystals.

[0017] The mass ratio of each component of this example is: 675 parts of water, 281 parts of cement, 319 parts of water glass, and the quality of retarder is 0.75% of cement quality.

[0018] In order to verify the performance of the grout added with a trace amount of ammonium dihydrogen phosphate in the present invention, a grout without added trace amount of ammonium dihydrogen phosphate was prepared as a control, and performance tests were perf...

Embodiment 2

[0031] The anti-blocking and anti-floating shield tunnel synchronous grouting grouting material of this example is composed of water, cement, water glass and retarder, and is characterized in that: the cement is 42.5 grade Portland cement; The glass is an aqueous solution of sodium silicate with a Baume degree of 40° and a modulus of 3.3, and the retarder is ammonium dihydrogen phosphate crystals with a purity of 99.5%, a pH value of 4.5, and a clarity of 2.0.

[0032] The mass ratio of each component of this example is: 659 parts of water, 330 parts of cement, 319 parts of water glass, and the quality of retarder is 1% of cement quality.

Embodiment 3

[0041] The anti-blocking and anti-floating shield tunnel synchronous grouting grouting material of this example, its component is water, cement, water glass and retarder, it is characterized in that: described cement is 42.5 grade Portland cement; The glass is an aqueous solution of sodium silicate with a Baume degree of 35° and a modulus of 3.2, and the retarder is ammonium dihydrogen phosphate crystals with a purity of 99.9%, a pH value of 4.2, and a clarity of 2.5.

[0042] The mass ratio of each component of this example is: 636 parts of water, 397 parts of cement, 319 parts of water glass, and the quality of retarder is 0.98% of cement quality.

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Abstract

The invention discloses an anti-blocking and anti-floating grouting material for shield tunnel synchronous grouting, which comprises the following components: water, cement, water glass and a retarder, and is characterized in that the cement is 42.5-grade Portland cement; wherein the water glass is a sodium silicate aqueous solution with a baume degree of 30-40 degrees and a modulus of 3.1-3.3, and the retarder is an ammonium dihydrogen phosphate crystal with a purity of 99.0% or more, a pH value of 4.0-4.5 and a clarity of 3 or less. The grouting material not only has good anti-floating performance, but also can be used for quickly gelatinizing and eliminating buoyancy borne by the duct piece, so that the anti-floating requirement of the shield tunnel is met; the anti-blocking performanceis good, the situation that the grouting pipe is blocked due to the fact that slurry is gelled in the grouting pipe is avoided, and the construction efficiency is high; and meanwhile, the strength ofstones formed by grouting is high, so that the shield tunnel structure is more stable and reliable.

Description

technical field [0001] The invention relates to a grouting material for synchronous grouting of a shield tunnel. [0002] technical background [0003] In tunnel construction projects, the shield tunneling method has been widely used due to its advantages of high efficiency, safety, environmental protection, and little impact on ground traffic. During the excavation process of the shield tunnel, the segments are spliced ​​at the shield tail of the shield machine to form a segment ring. As the shield machine advances, the segment ring will break away from the shield tail and enter the soil; The diameter of the excavation is larger than the outer diameter of the segment ring, and there will be a ring-shaped shield gap with a thickness of 10-18cm between the segment (ring) detached from the shield tail and the soil; it needs to be uninterrupted during the advancement of the shield machine. Grouting should be done directly from the tail of the shield to the rear wall to fill the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/26E21D11/10C04B111/70
CPCC04B28/26E21D11/10C04B2201/50C04B2111/70C04B22/00C04B22/16
Inventor 王士民王祥陈俊王先明何晓勇林志宇蹇蕴奇
Owner SOUTHWEST JIAOTONG UNIV
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