A method for retaining entry along the gob in fully mechanized caving face in high-gas three-soft and extremely unstable coal seam

A technology for fully mechanized caving face and working face, which is applied to ground mining, earthwork drilling, shaft equipment, etc., can solve the problems of low wall strength, tight mining continuity, and large investment in equipment and systems, so as to improve the recovery rate of coal resources. , Relieve the tension of succession, and the effect of considerable economic benefits

Inactive Publication Date: 2020-03-31
三门峡龙王庄煤业有限责任公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The currently formed gob-side entry retention schemes mainly include concrete flexible form filling entry retention, high-water material filling entry entry retention, and gob-side entry entry retention for pressure relief. Among them, the concrete filling entry entry retention mainly has large material consumption, complicated process, and equipment system investment. Large size, large number of people and other outstanding disadvantages; high-water material filling entry retaining has disadvantages such as low wall strength, high material cost, and easy weathering
At present, the 121 construction method (one working face, two roadways, and one coal pillar) is mostly adopted in the mining of fully mechanized caving faces at home and abroad, which not only wastes coal resources, but also causes tension in the mining process.

Method used

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  • A method for retaining entry along the gob in fully mechanized caving face in high-gas three-soft and extremely unstable coal seam
  • A method for retaining entry along the gob in fully mechanized caving face in high-gas three-soft and extremely unstable coal seam
  • A method for retaining entry along the gob in fully mechanized caving face in high-gas three-soft and extremely unstable coal seam

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Experimental program
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Effect test

Embodiment 1

[0075] Such as figure 1 , 2 , 3, 4, 5, 6, 11, 12, 13 and 14, a kind of high gas three soft extremely unstable coal seam fully mechanized caving face method for retaining entry along the gob, comprising the following steps:

[0076] (1) if figure 2 As shown, the soft roof 14 of the roadway supported by the original one-time U-shaped steel frame shed is supported by two rows of constant resistance anchor cables 2, and the constant resistance anchor cables 2 are installed on the soft roof 14 of the roadway near the goaf 8 side, and the constant resistance anchor cable 2 is perpendicular to the roadway soft roof 14, and the constant resistance anchor cable 2 anchors the soft roof 14 on the hard roof 15 above the soft roof 14;

[0077] (2) if figure 2 As shown, the cutting hole 11 is constructed on the roof of the goaf 8 side roadway 50m ahead of the working face and directional pre-splitting blasting is carried out, and the effective anchorage range of the constant resistance...

Embodiment 2

[0099] Such as Figure 7 , 8 Shown in , 9, 10, 11, 12, 13 and 14, a kind of high gas three soft extremely unstable coal seam fully mechanized caving face method for retaining entry along the gob, comprising the following steps:

[0100] (a) if Figure 8 As shown, the soft roof 14 of the roadway supported by the original one-time anchor net cable is reinforced by two rows of constant resistance anchor cables 2, and the constant resistance anchor cables 2 are installed on the side of the soft roof 14 of the roadway near the goaf 8 , and the constant resistance anchor cable 2 is perpendicular to the roadway soft roof 14, and the constant resistance anchor cable 2 anchors the soft roof 14 on the hard roof 15 above the soft roof 14;

[0101] (b) if Figure 8 As shown, the cutting hole 11 is constructed on the roof of the goaf 8 side roadway 50m ahead of the working face and directional pre-splitting blasting is carried out, and the effective anchorage range of the constant resis...

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Abstract

The invention discloses a method for retaining a gateway along a goaf in a fully mechanized caving face of a high gas three-soft unstable coal seam. The method comprises the following steps: 1, usinga constant resistance anchor cable to reinforce and support an original shed supporting soft roof; 2, constructing, cutting a top hole, and implementing presplitting blasting on a top plate of a sidegateway of the goaf 50 meters ahead of a working face; 3, constructing a pedestrian access on the gateway retaining side of the original shed supporting soft roof; 4, supporting a top cover near the gateway retaining side of the working face and laying a wire gauze; 5, laying the wire gauze in the goaf behind a working face frame; 6, enabling a presplit gangue to automatically fall and stack underthe action of the mine pressure until reaching a hard top plate rock at the upper end and forming a gangue wall; 7, using single props to reinforce and support in a dynamic pressure bearing area of the working face; 8, spraying a concrete or not spraying the concrete on the surface of the wire gauze and the gangue wall according to the condition of air leakage of the working face; 9, sequentiallydismounting the single props in a gateway forming stable area, and continuing to circulating the above steps until the whole operation of retaining the gateway along the goaf is finished. The supporting mode is simple, the cost is relatively low, and the gateway is efficiently retained.

Description

technical field [0001] The invention belongs to the technical field of roadway support, and in particular relates to a method for retaining roadways along the goaf in fully mechanized caving working faces of high-gas three-soft and extremely unstable coal seams. Background technique [0002] Gobside entry retaining can minimize the loss of coal pillars in the working face, completely solve the gas overrun in the upper corner, and ease the replacement of mining pumping. At present, this technology is gradually being promoted and applied in my country. [0003] The currently formed gob-side entry retention schemes mainly include concrete flexible form filling entry retention, high-water material filling entry entry retention, and gob-side entry entry retention for pressure relief. Among them, the concrete filling entry entry retention mainly has large material consumption, complicated process, and equipment system investment. There are outstanding disadvantages such as large s...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21C41/18E21D20/00E21D11/15E21F15/04E21F1/00
CPCE21C41/18E21D11/152E21D20/00E21F1/006E21F15/04
Inventor 仝矿伟王百战袁树来王坡王江刘传祥付腾飞王振宁国栋
Owner 三门峡龙王庄煤业有限责任公司
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