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A static rock breaking method for deep holes in coal mines

A rock-breaking and deep-hole technology, applied in the field of deep-hole static rock-breaking method, can solve the problems of casualties, uncontrollable process, explosive rock-breaking residual explosion, etc., achieving high safety, simple and convenient construction process, and gentle rock-breaking process Effect

Inactive Publication Date: 2016-09-28
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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  • A static rock breaking method for deep holes in coal mines
  • A static rock breaking method for deep holes in coal mines
  • A static rock breaking method for deep holes in coal mines

Examples

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Embodiment 1

[0064] The technology of retaining roadways along the goaf is composed of both the support in the roadway and the roadside support. Most of the weight of the collapsed rock mass of the basic roof and the upper part is transferred to the solid coal bank and the roadside support body, making the coal bank As the bearing pressure of the support body beside the roadway increases, in order to maintain the stability of the roadway remaining along the gob, it is necessary to strengthen the anchor support of the solid coal bank and increase the width and strength of the roadside support body, which makes the support cost high and the retention period is high. The lane has large deformation and difficult maintenance. In the return airway of the upper section of the working face next to the goaf side of the goaf side roadway, the application of the present invention is used for deep hole static rock breaking method in underground coal mines to break and cut the roof next to the roadway to...

Embodiment 2

[0074] In the process of underground mining of hard-roof coal seams, the large suspended roof area of ​​the initial mining roof restricts the smooth progress of the mining. The method of the invention is used for deep hole static rock breaking in underground coal mines to implement deep hole static force on the roof of the open cut Breaking the rock to cause cracks and fractures in the basic top rock layer in the open cut. After the start of the working face, it will collapse under the action of gravity in time to reduce the initial pressure step of the working face roof to ensure the normal progress of the initial mining work. The rock method is carried out in the following steps:

[0075] (1) Experimental determination of the Protruss hardness coefficient f=4 of the roof rock mass of the cut-off cut in a certain mine. Select the straight-line hole structure to arrange a row of linear drill holes along the direction of the working face on the roof of the cut-off cut. Initial dril...

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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 masses under triaxial stress in underground coal mines. Background technique [0002] In underground coal mining, although the degree of mechanization has been greatly improved, due to geological conditions or production needs, deep holes are often required to break the rock. For example, deep-hole blasting weakens the hard roof of the open cut in the pre-splitting fully mechanized caving face, reducing the initial pressure step of the old roof; advanced deep-hole pre-blasting in the roadway to relieve the pressure of the roof. At present, the deep-hole rock breaking methods used in underground coal mines include deep-hole drilling and explosive blasting and the use of deep-hole injection of high-pressure water to expand and soften the rock. However, in some specific applications, these two methods have potential safet...

Claims

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Application Information

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Patent Type & Authority Patents(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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