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Leading deep hole pre-splitting roof gob-side entry retaining method

A technology of gob-side entry retaining and roof, which is applied in earth-moving drilling, surface mining, underground mining, etc., can solve the problems of difficult maintenance of gob-side entry retaining, damage of roadside support, and increased roof pressure.

Active Publication Date: 2018-08-28
中矿科创(北京)煤炭技术有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, under the conditions of high mining height or high roof strength, the roadside support cannot cut off the side roof of the goaf, or can only cut off a part of the lower roof, resulting in insufficient roof fall in the goaf and excessively suspended roof. Big, old top spins and sinks
The overhang of the old roof is too large, which increases the roof pressure of the gob-side retaining, and the rotation and sinking of the old roof increases the deformation of the gob-side retaining. The excessive deformation exceeds the allowable deformation of the roadside support, resulting in protection damage, resulting in difficulty in maintaining gob-side entry, or even failure

Method used

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  • Leading deep hole pre-splitting roof gob-side entry retaining method
  • Leading deep hole pre-splitting roof gob-side entry retaining method
  • Leading deep hole pre-splitting roof gob-side entry retaining method

Examples

Experimental program
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Effect test

Embodiment 1

[0047] The position of the roof pre-crack line is determined according to the width of the gob-side entry and the width of the retaining wall beside the entry.

[0048] 30-50m in front of the coal mining face 1, along the roof pre-splitting line 7, construct the roof pre-splitting drilling 5. The pre-splitting drilling 5 has a diameter of ¢40mm-¢80mm, a distance of 1-3m, an inclination of 70°-80°, and a hole depth. 15-25m.

[0049] Before the stress concentration area in front of the working face, put the explosive 29 and the detonator 36 into the blasting tube 37, install the blasting tube 37 section by section from the bottom of the pre-split hole 5 on the top plate until it reaches the lower limit of the pre-split hole, and charge the blasting tube. Length 5-12m.

[0050] The remaining part of the pre-splitting hole 5 is packed with clay 30 .

[0051] Immediately after the charge is completed, blasting is performed, and the kerf 32 is formed along the direction of the roof ...

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PUM

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Abstract

The invention relates to the field of underground mining of coal mines and particularly relates to a leading deep hole pre-splitting roof gob-side entry retaining method. The method disclosed by the invention comprises the following steps: drilling on an upper roof along a roof pre-splitting line in a roadway in front of a coal face, filling shaped charge at the upper part of the drill hole in a certain range, not filling the charge at the lower part of the drill hole in a certain range, tamping with stemming, detonating before a leading pressure of the face, blasting and pre-splitting rock stratum at a charged part at the upper part of the drill hole, wherein the lower rock stratum is kept complete, and construction space safety is ensured. Quick-hardening and high-strength concrete roadway supporting walls are built after face pushing by adopting a technology for filling pump concrete in a mold bag, non-split lower roadway roof is cut off by the roadway supporting walls under the action of a roof pressure, and the roof breakage position and falling height can be manually controlled. According to the method disclosed by the invention, gangue falling in a goaf can be promoted, thegoaf can be filled in time, and the overlying roof pressure can be borne by the gangue in the goaf; the suspended length of the roof in the goaf is reduced, so that the aim of reducing the deformationand pressure of the gob-side entry retaining roadway is achieved.

Description

technical field [0001] The invention relates to the field of underground mining in coal mines, in particular to a method for retaining roadways along gobs. Background technique [0002] Gob-side retaining is a mining method that cancels the coal pillar protection roadway during underground mining of coal mines. Gob-side retaining can cancel the coal pillar, reduce the amount of roadway excavation, improve the resource recovery rate, and eliminate the residual coal pillar stress in the upper coal seam Concentration, changing the ventilation mode of the working face, reducing gas accumulation at the working face, etc. Therefore, the gob-side entry retaining has great technical advantages and economic significance. [0003] The conventional method of existing gob-side entry retaining is to construct the roadside support behind the hydraulic support, rely on the roadside support to support the roadway roof and cut off the roof in the goaf. However, under the conditions of high ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21C41/18
CPCE21C41/18
Inventor 李柱和宋志荣陈海梁陈建鹏焦宁李密合
Owner 中矿科创(北京)煤炭技术有限公司
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