Fender pressure relief method for mechanically cutting tight roof at intervals

A hard roof and mechanical cutting technology, which can be used in earth drilling, ground mining, underground mining, etc., and can solve problems such as deformation and damage of roadways in the air

Active Publication Date: 2020-10-27
CHONGQING UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, when there is a hard roof on the working face, the hard roof will form a triangular suspension plate or cantilever beam on the side of the roadway, which will squeeze the coal pillar and cause serious deformation and damage to the roadway.
In this case, downhole hydraulic fracturing is usually used to cut the hard roof. However, hydraulic fracturing is difficult to control the expansion of hydraulic fractures. Therefore, an accurate and efficient method of roof cutting and pressure relief for small coal pillars is urgently needed.

Method used

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  • Fender pressure relief method for mechanically cutting tight roof at intervals
  • Fender pressure relief method for mechanically cutting tight roof at intervals
  • Fender pressure relief method for mechanically cutting tight roof at intervals

Examples

Experimental program
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Effect test

Embodiment 1

[0045] refer to Figure 1-Figure 3 , a small coal pillar pressure relief method for mechanically cutting a hard roof at intervals, is characterized in that it comprises the following steps:

[0046] Step 1: adjust the running part 5 of the rock cutter so that the cutting tool 7 is parallel to the roadway 3;

[0047] Step 2: adjust the cutting tool tilting mechanism 6 to deflect the cutting tool 7 to the coal pillar direction, and form an acute angle α with the roadway roof; the acute angle α is related to the static friction coefficient between the roof rocks,

[0048] When 0<static friction coefficient between roof rocks≤0.2, α is 70°~75°;

[0049] When 0.2<the static friction coefficient between roof rocks≤0.5, α is 75°~80°;

[0050] When the static friction coefficient between roof rocks is >0.5, α is 80°-85°.

[0051] Step 3: start the cutting tool 7, make the cutting tool 7 close to the surface of the side wall of the coal pillar 8, and adjust the upward deflection of ...

Embodiment 2

[0064] Take the airport roadway of a mine of Tongmei Group as an example. The width of the roadway is 5.3m and the height is 3.4m. The buried depth of the roadway is 450m, the vertical stress of the surrounding rock where the roadway is located is 11.2MPa, the Platts coefficient of the direct roof of the roadway is 5, the coefficient of static friction is 0.3, the size of the coal pillar is 5m, and the thickness of the coal seam is 3.4m. According to the claims, the top cutting depth is 10.2m, and the specific groove cutting process is as follows:

[0065] a. Park the continuous precision rock cutter on the outside 4 of the roadway at the end of the mining roadway 3 on the last working face 2;

[0066] b. Use the walking part 5 of the continuous precision rock cutter 1 to adjust the body to be parallel to the outside of the roadway, and use the cutting tool tilt adjustment mechanism 6 to adjust the cutting tool 7 so that it is biased towards the coal pillar 8 and forms an acut...

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Abstract

The invention discloses a fender pressure relief method for mechanically cutting a tight roof at intervals. The method comprises the following steps that a walking part of a rock cutting machine is adjusted, so that a cutting tool is parallel to a roadway; an inclination adjusting mechanism of the cutting tool is adjusted, so that the cutting tool deflects towards a coal pillar, and an acute anglealpha is formed by the cutting tool and a tunnel roof; the cutting tool is started to be attached to the surface of the side wall of the coal pillar, the cutting tool is adjusted to deflect upwards,and the deflection angle is beta; the walking part of the rock cutting machine is driven, so that the walking part moves the rock cutting machine towards the other end of a roadway by the distance S1at the speed V, and a cutting joint is formed; a row of anchor cables is driven in at the position S2 away from the coal wall within the range of the cutting joint, the re-driving length of the anchorcables is L, the pre-tightening force of the anchor cables is P, and the interval between the anchor cables is S3; the cutting tool is withdrawn to the initial position, and the rock cutting machinemoves along the roadway by the distance S4; and the above content is executed, and the process is stopped after the whole mining roadway roof is cut. By means of the arrangement, the effect reducing loads borne by the coal pillar is achieved.

Description

technical field [0001] The invention relates to the technical field of coal mining, in particular to a pressure relief method for small coal pillars by mechanically cutting a hard roof at intervals. Background technique [0002] In coal mining, in order to avoid mutual interference between adjacent working faces, coal pillars with a certain width are generally reserved to isolate adjacent mined-out areas. However, the retention of coal pillars will cause a waste of mine resources and reduce the service life of the mine. In order to reduce coal loss and increase recovery rate, scholars at home and abroad have proposed small coal pillar mining technology. The small coal pillar mining technology reduces the protective coal pillar of the adjacent working face from the original 20-40m to 3-6m. Small coal pillar mining not only increases the resource recovery rate, but also the roadway is located in the surrounding rock stress reduction area, which is easy to maintain, so it is ...

Claims

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Application Information

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IPC IPC(8): E21C41/18
CPCE21C41/18
Inventor 邰阳于斌匡铁军马占元付茂全夏彬伟姚强岭
Owner CHONGQING UNIV
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