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Deep hole static rock breaking method for underground coal mine

A rock-breaking and deep-hole technology, applied in the field of deep-hole static rock-breaking method, can solve the problems of difficult process control, vibration sensation, casualties, etc., and achieve the effect of mild rock breaking process, simple and convenient construction process, and high safety.

Inactive Publication Date: 2015-04-22
山西吉昌泰矿山工程技术有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Explosives explode instantly, and the gas expands to break rocks. The process is not easy to control. The huge energy released by explosives explodes instantly produces violent vibrations. Sometimes the ground can feel the shock, which will cause certain damage to buildings and structures in coal mines and on the ground. Explosive explosions Shock waves and flying rocks are generated in an instant, which may collapse and damage surrounding supports and equipment, causing casualties. Such incidents happen from time to time; explosive rock breaking will also produce dust, gun smoke and other toxic and harmful gases, which will deteriorate the underground production environment and endanger Workers are in good health; what is more serious is that there may be unpredictable hidden dangers such as blind shots, residual explosions, and deflagration when explosives break rocks.

Method used

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  • Deep hole static rock breaking method for underground coal mine
  • Deep hole static rock breaking method for underground coal mine
  • Deep hole static rock breaking method for underground coal mine

Examples

Experimental program
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Effect test

Embodiment 1

[0064] The gob-side entry retaining technology is composed of the support in the entry and the support beside the entry. Most of the weight of the collapsed rock blocks on the basic roof and its upper part is transferred to the solid coal side and the side support, making the coal side In order to maintain the stability of gob-side retaining, it is necessary to strengthen the anchor support of the solid coal side and increase the width and strength of the support body beside the roadway, which makes the support cost high and the remaining time during the mining period. The lane has a large amount of deformation and is difficult to maintain. In the return airway of the upper section of the working face next to the gob-side entry of the gob-side retaining entry, the application of the present invention is used for deep hole static rock breaking in coal mines to crush and cut off the top plate of the entryway to relieve pressure, so that the support body and The load borne by the...

Embodiment 2

[0074] In the process of underground mining of hard roof coal seams, the overhanging area of ​​the initial mining roof on the working face is relatively large, which restricts the smooth progress of mining. The deep hole static rock breaking method used in underground coal mines of the present invention is used to implement deep hole static rock breaking on the inner roof of the cut hole. The rock is broken to cause cracks and fractures in the basic top rock layer in the cut hole, and the working face collapses in time under the action of gravity after the start of mining, reducing the initial pressing step of the roof of the working face to ensure the normal progress of the initial mining work. The rock method is carried out in the following steps:

[0075] (1) Experimentally determine the Platts hardness coefficient f=4 of the rock mass of the cut-hole roof of a mine, and choose a straight-line hole layout structure to arrange a row of straight-line drill holes on the roof of...

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Abstract

The invention provides a deep hole static rock breaking method for an underground coal mine. According to the deep hole static rock breaking method provided by the invention, according to the Protodikonov's hardness coefficient of a broken rock body, main holes and auxiliary holes are distributed in the broken rock body in different structures, parameters of the main holes and the auxiliary holes includes apertures, hole distances, hole depths and hole angles, the main holes is filled with a blasting agent by virtue of a grouting method or an explosive rolling method, the main holes are sealed, the auxiliary holes is not filled with the blasting agent, and the auxiliary holes serve as artificial free surfaces to release swelling pressure and can guide the generation and the development of a crack; with the arrangement of the multi-row holes, the main holes and the auxiliary holes are distributed at intervals with equal distances. The deep hole static rock breaking method can be used for solving the problem that of the blasting agent is used for carrying out deep hole rock breaking on a natural rock body in a triaxial stress state in the underground coal mine, is safe, mild, controllable and effective and is particularly suitable for high gas mines.

Description

technical field [0001] The invention relates to a deep-hole static rock-breaking method, in particular to a deep-hole static rock-breaking method for natural rock mass under a triaxial stress state in underground coal mines. Background technique [0002] In the underground mining of coal mines, although the degree of mechanization has been greatly improved, due to geological conditions or production needs, it is often necessary to break rocks through deep holes. For example, the deep hole blasting weakens the hard roof of the open cut hole of the pre-split fully mechanized caving face, reducing the initial pressure step of the old roof; the pre-blasting roof of the advanced deep hole in the roadway relieves pressure, etc. At present, the deep hole rock-breaking methods used in coal mines include drilling deep holes, loading explosives, blasting rocks, and using deep holes to inject high-pressure water to expand cracks and soften rocks. However, these two methods have defect...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21C41/18
CPCE21C37/16
Inventor 郝兵元任兴云王凯冯国瑞康立勋吕维赟
Owner 山西吉昌泰矿山工程技术有限公司
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