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Multi-stage pressure-bearing permeable hole sealing method and device

A sealing device and a permeable technology, which is applied in earthwork drilling, sealing/isolation, wellbore/well components, etc., can solve the leakage gap between the bladder and the side wall of the drilling, low strength, and unable to support the grouting pressure To achieve the effects of promoting comprehensive mining and utilization, enhancing the degree of penetration, and shortening the time for drainage to reach the standard

Active Publication Date: 2020-02-18
HENAN POLYTECHNIC UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the traditional "two blocks and one injection" sealing method is sealed with two ends of the hole, and only relies on the frictional resistance between the bag and the side wall of the borehole to seal the hole. Leakage gaps, thus unable to support large grouting pressure
The above reasons limit the "two plugs and one injection" method to further improve the sealing quality

Method used

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  • Multi-stage pressure-bearing permeable hole sealing method and device

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] A multi-stage pressure-bearing permeable hole sealing method, specifically comprising the following steps:

[0023] 1) Multi-stage expansion sealing is carried out at the position to be plugged in the drilled hole. The number of expansion sealing sections is not less than four sections, and a permeable sealing section is left between adjacent expansion sealing sections;

[0024] 2) Carry out multi-stage interval grouting for the seepage sealing section, and leave a seepage sealing section for the next level of grouting between the seepage sealing sections of the previous level of grouting; after the completion of the previous level of grouting, Then carry out the next level of grouting; the pressure of the next level of grouting is greater than the pressure of the previous level of grouting;

[0025] 3) When the grouting pressure of the permeable sealing section of the final stage of grouting reaches the predetermined value, the sealing is completed.

[0026] As a pref...

Embodiment 2

[0029] Such as figure 1 As shown, a multi-stage pressure-bearing permeable hole sealing device includes two bladders 2 sleeved on the main body 1, and the distance between the two bladders is determined according to the length of the sealing section; the main body 1 is provided with a grouting pipe 4 connected with each bladder, and the grouting tube 4 is provided with a blast valve 3 between the two bladders; the bladder 2 includes a sealing section at both ends and a permeation section in the middle. The pouch 2 includes a permeable bag body 2a located in the inner layer, and the two ends of the permeable bag body 2a are covered with a sealing layer 2b, the part covered by the sealing layer 2b is the sealing section, and the uncovered part is the permeable section. According to the actual use effect, the total length of the pouch 2 is preferably 0.8-1.2m, and the length of the permeable section located in the middle is preferably 0.3-0.5m.

[0030] When in use, grout is inj...

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Abstract

Disclosed is a multi-stage pressure bearing permeable hole sealing method, comprising thefollowing steps: 1) performing multi-segment expansion hole sealing at a position to be sealed in a borehole, wherein the number of segments for expansion hole sealing is not less than four, and a permeable hole sealing segment is retained between adjacent expansion hole sealing segments; 2) performing multi-stage interval grouting in the permeable hole sealing segments, and retaining a permeable hole sealing segment for next-stage grouting between the permeable hole sealing segments for previous-stage grouting; and performing the next-stage grouting after the previous-stage grouting is completed, wherein the pressure of the next-stage grouting is greater than the pressure of the previous-stage grouting; and 3) after the grouting pressure of a permeable hole sealing segment for the final-stage grouting reaches a pre-determined value, completing hole sealing. Further disclosed is a multi-stage pressure bearing permeable hole sealing device. The method and the device can increase the grouting pressure on the basis of a conventional two-sealing-and-one-grouting hole sealing method, thus improving the quality of hole sealing, solving the problem of the low extraction concentration of coal mine gas, and realizing high-concentration and high-quality gas extraction from an extraction borehole in a mine.

Description

technical field [0001] The invention specifically relates to a multistage pressure-bearing permeable hole sealing method and device, belonging to the technical field of coal mining. Background technique [0002] The quality of hole sealing during coal mine gas drainage determines the degree of gas drainage. With the advancement of technology, the "two plugging and one injection" sealing method is gradually adopted at present. The specific principle is: first, the two ends of the sealing section are sealed with grouting expansion, and then the two ends are sealed through the grouting pipe. Grouting is performed on the borehole section between the plugging sections of the end pockets. Under the action of grouting pressure, the grout penetrates into the borehole wall and fills the cracks around the borehole. [0003] The advantage of the "two blocks and one injection" grouting method under pressure is that it realizes the grouting of the borehole wall, and supports the borehol...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21B33/12E21B33/13
CPCE21B33/1208E21B33/13
Inventor 李辉魏建平程磊
Owner HENAN POLYTECHNIC UNIV
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