Construction method of walling and filling combined gob-side entry retaining wall body

An empty entry retaining and combined technology, which is applied in the fields of backfill, earthwork drilling, safety devices, etc., can solve the problems of inability to effectively control and timely cut off the direct roof, difficult to support the roof effectively in time, and poor adaptability to changes in the mining height of the formwork. , to achieve the effect of avoiding spontaneous combustion of leftover coal, wide practicability and small impact

Active Publication Date: 2012-04-25
CHINA UNIV OF MINING & TECH
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  • Application Information

AI Technical Summary

Problems solved by technology

Among them, the dense support method is seldom used now due to the large workload of installation and withdrawal of dense support, and it is difficult to seal between the supports, resulting in poor isolation effect of the gob. It takes a certain amount of time for the gangue to be compacted, which causes serious air leakage in the goaf, and it is difficult to effectively support the roof in time; although the prefabricated block wall method can form a closed wall to isolate the goaf, it cannot be actively connected to the roof, which is easy to cause The excessive delamination of the roof makes the support effect not good, and the mechanization degree of the prefabricated block wall method is low, and the labor intensity is high; the filling support method and the cast-in-place concr

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  • Construction method of walling and filling combined gob-side entry retaining wall body
  • Construction method of walling and filling combined gob-side entry retaining wall body
  • Construction method of walling and filling combined gob-side entry retaining wall body

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specific Embodiment approach

[0031] An embodiment of the present invention will be further described below in conjunction with accompanying drawing:

[0032] The construction method of the masonry filling combined type gob-side retaining wall of the present invention: firstly prefabricate concrete piers of standard size on the ground, transport the cured concrete piers to the underground construction site for standby; In the rear part, immediately behind the hydraulic support 12 of the mining face, dense pillars 10 with a row spacing of 800×300mm are erected to support the upper coal seam direct roof 3 and coal seam old roof 2, and under the common support of the adjacent coal body 13, the working 14 spaces are reserved in the mining roadway at the rear of the face. The dense pillars 10 are composed of a beam and four individual pillars 11 arranged on the beam; under the cover of the dense pillars 10, inside the two rows of individual pillars 11 close to the two sides of the dense pillars 10, concrete pie...

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Abstract

The invention relates to a construction method of a walling and filling combined gob-side entry retaining wall body. The construction method comprises the following steps of: closely following forward propulsion of a stope face, erecting dense single supports at a gob retaining side at the rear part of a fully mechanized mining bracket, so that a space of a tunnel at the rear part of the stope face is retained; walling a square template wall with concrete pier blocks under the mask of the dense single props; meanwhile, installing counter-pulled anchor rods which penetrate through the template wall bodies, and carrying out lateral reinforcing on the template wall bodies; carrying out grouting filling on a hollow part defined by the template walls through injected holes reserved on the template walls till the internal spaces of the template walls are filled with grout; carrying out uniform whitewashing treatment on the wall at one side of a gob retaining tunnel to form a concrete spray layer; and sequentially circulating the steps along with propulsion of the stope face till construction of the whole gob-side entry retaining wall body is finished. According to the construction method disclosed by the invention, a brickwork wall and a filling support are combined together, so that the construction method is simple and convenient and simple to operate and ensures that the wall body has high strength and can yield pressure suitably; and length of each walling of the wall body is consistent with the everyday propulsion degree of the stope face, and the construction method is flexibly suitable for actual mining.

Description

technical field [0001] The invention relates to a construction method of a gob-side entry retaining wall in an underground coal mine, and is especially suitable for a construction method of a masonry-filling combined gob-side entry retaining wall in an underground coal mine. technical field [0002] The invention relates to a construction method of a gob-side entry retaining wall in an underground coal mine, and is especially suitable for a construction method of a masonry-filling combined gob-side entry retaining wall in an underground coal mine. Background technique [0003] Gobside retaining is to keep the mining roadway behind the mined working face along the goaf by supporting pillars, masonry gangue belts or filling concrete as the mining roadway of the next working face. Gobside entry retaining technology is a major reform of coal mining and mining roadway support technology. It can improve the recovery rate of coal resources, reduce the rate of roadway excavation, ...

Claims

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Application Information

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IPC IPC(8): E21F15/04
Inventor 许兴亮张农田素川孙康
Owner CHINA UNIV OF MINING & TECH
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