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A double-liquid grouting construction method

A construction method, double-fluid grouting technology, which is applied in the direction of earth square drilling, mining equipment, tunnels, etc., can solve the problems of uneven soil strength, high strength, and accelerated construction period, so as to achieve uniform soil mechanical strength and meet the construction requirements. The effect of security requirements

Active Publication Date: 2022-07-12
河南省恺福实业有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In some specific areas, for example, there are steel strands placed in the anchor cable construction in the strata in the area, or areas with low soil mechanical strength cannot be directly excavated. For areas with low soil mechanical strength, grouting is usually used. The traditional grouting method is to directly pour cement slurry into the soil for reinforcement. The strength of the soil after reinforcement by this method is different, showing that some places have high strength and some places have low strength.
The gel time of single-liquid slurry is generally 8 hours, and the gel time of some double-liquid slurry is 30 minutes. For the urgent construction task, it is difficult to speed up the construction period

Method used

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  • A double-liquid grouting construction method
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  • A double-liquid grouting construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0036] The water glass stock solution adopts 40°Bé, which is 20°Bé after being mixed with water and diluted, and the label of the cement is P.O42.5. The weight ratio of water and cement is 0.4:1. The cement and water are mixed in the mixing tank and then transferred to the slurry storage tank for temporary storage. When grouting, adjust the opening of the valve in the conveying pipe, so that the weight content of water glass is 10% of the weight of the slurry, along the direction of the second grouting pipe 2, a slurry stopper 3 is provided 6m downward from the ground. The length of the first grouting pipe 1 is 5.5m, and there are three second grouting pipes 2. The three second grouting pipes 2 and one first grouting pipe 1 form a square, and the length of the three second grouting pipes is square. They are 8m, 11m, and 14m respectively.

[0037] After mixing by the mixer, inject the slurry into the first grouting pipe 1, the grouting pressure is 0.6Mpa, adjust the mixing rat...

Embodiment 2

[0040] The water glass stock solution adopts 40°Bé, mixed with water and diluted to 25°Bé, and the label of the cement is P.O42.5. The weight ratio of water and cement is 0.6:1. The cement and water are mixed in the mixing tank and then transferred to the slurry storage tank for temporary storage. When grouting, adjust the opening of the valve in the conveying pipe so that the weight content of water glass is At 13% of the weight of the slurry, a slurry stopper 3 is provided 7m downward from the ground along the direction of the second grouting pipe 2 . The length of the first grouting pipe 1 is 6m, there are two second grouting pipes 2, the two second grouting pipes 2 and one first grouting pipe 1 form an equilateral triangle, and the length of the two second grouting pipes 13m and 17m respectively.

[0041] After mixing by the mixer, inject the slurry into the first grouting pipe 1, the grouting pressure is 1Mpa, the slurry flow rate is 25L / min, stop the injection when the ...

Embodiment 3

[0044] The water glass stock solution adopts 40°Bé, which is 30°Bé after being mixed with water and diluted, and the label of the cement is P.O42.5. The weight ratio of water and cement is 0.8:1. The cement and water are mixed in the mixing tank and then transferred to the slurry storage tank for temporary storage. When grouting, adjust the opening of the valve in the conveying pipe, so that the weight content of water glass is 17% of the weight of the slurry, along the direction of the second grouting pipe 2, a grouting stopper 3 is provided 7.5m downward from the ground. The length of the first grouting pipe 1 is 7m, and there are three second grouting pipes 2. The three second grouting pipes 2 and one first grouting pipe 1 form a square, and the lengths of the three second grouting pipes are respectively 9m, 13m, 17m.

[0045]After mixing by the mixer, inject the slurry into the first grouting pipe 1, the grouting pressure is 1Mpa, adjust the mixing ratio of the cement slu...

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Abstract

The invention discloses a double-liquid grouting construction method, which is characterized by comprising the following steps: 1) installing a first grouting pipe and at least one second grouting pipe at a place to be grouted; Inject the grout into the first grouting pipe, stop grouting when the grout overflows from the mouth of the first grouting pipe, and then pour the grout into the second grouting pipe after the grout is in a gel state; 3) When the grouting flow in the second grouting pipe reaches 15L / min~20L / min, the grouting is continued after 5min~10min, and then the grouting is stopped. This method can not only quickly reinforce the area with low soil strength, but also the mechanical strength of the reinforced soil body is uniform, and the soil body can maintain self-stable after excavation, which meets the construction safety requirements.

Description

technical field [0001] The invention relates to a grouting method, in particular to a double-liquid grouting construction method. Background technique [0002] With the rapid expansion of cities and increasingly busy traffic, some cities have begun to build rail transit to ease the pressure of increasingly congested traffic. [0003] In the construction of rail transit, shield machines are often used for excavation to improve work efficiency. However, in some specific areas, for example, there are steel strands inserted during anchor cable construction in the ground in the area, or areas with low soil mechanical strength cannot be directly excavated. For areas with low soil mechanical strength, grouting is usually used. The traditional grouting method is to directly pour cement slurry into the soil for reinforcement. The gelation time of single-liquid slurry is generally 8 hours, and the gelation time of some double-liquid slurry is 30 minutes. For urgent construction task...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/00E21D9/06
CPCE21D9/001E21D9/002E21D9/06
Inventor 冯祖国李彦峰赵维志乔清源
Owner 河南省恺福实业有限公司
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