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
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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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