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A Bottom Tunneling Method in Soft and Thick Coal Seam

A thick coal seam, soft technology, applied in the field of tunneling along the bottom of the soft thick coal seam, can solve the problems of the surrounding rock without its own grouting reinforcement measures, the difficulty in controlling the surrounding rock of the roadway, and the poor anti-disturbance ability, etc., and improve the reliability of support. performance and engineering quality, increase the service life of the roadway, and ensure the effect of safe production

Active Publication Date: 2021-07-23
阜新金鑫矿业设计咨询有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] According to the characteristics of coal seam occurrence, there are a large number of coal seams with a thickness of 5m-7m in my country's coal resources. During the excavation process of this type of coal seam, if it is excavated along the top and bottom, the height of the two roadways will be too large, and the difficulty of roadway surrounding rock control will increase. , which is not conducive to safe production; if tunneling along the roof and the bottom coal is excavated, the mining links such as the end treatment of the working face and advanced support are more complicated, which is not conducive to safe production; the tunneling along the floor and the top coal is harmful to safety. High-efficiency mining is the most favorable layout method, but due to the soft coal seam, poor anti-disturbance ability and difficult control of surrounding rock, it has always been one of the main problems plaguing the production of the industry
[0003] "A Large Chamber Excavation Method (200910237883.7)" is not applicable and soft, joints and fissures are developed in coal seam roadway excavation, which is not conducive to the maintenance of the roadway surrounding rock, and there is no self-grouting reinforcement for the surrounding rock
However, "Excavation Method for Coal Seam Roadway with Hard Gangue (201710669048.5)" is not applicable to coal seam roadway excavation with soft and soft joints and cracks, and the excavation disturbance is relatively large, which is not conducive to the maintenance of the roadway surrounding rock, and there is no self-grouting for the surrounding rock Reinforcement measures are not conducive to safe production

Method used

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  • A Bottom Tunneling Method in Soft and Thick Coal Seam
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  • A Bottom Tunneling Method in Soft and Thick Coal Seam

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Embodiment Construction

[0042] The following detailed description will be described in detail with reference to the accompanying drawings.

[0043] The present invention proposes a method for a loose thick coal seam for a 5-7 M puffy coal seam, which specifically includes the following steps.

[0044] Step 1: Small disturbing

[0045] 1) Digging into the roadway is a rectangular, and the mining coal is used to use the exploration machine. figure 1 As shown, the excavator is used in the order of 1-8 in the drawing, using a horizontal reciprocating trial; forming a coal seam overall vertical cross-sectional view Figure 4 The roadway in the middle and lower middle and lower parts (the bottom is tunnen, and the apex is reserved).

[0046] 2) When the cut-cut head is adjusted to the corner of the roadway, the cut is cut, the two helps and the top plate are reserved 300mm coal seam (ie figure 1 The order of 9-11 is then cut off the reserved coal seam upwards to ensure the roadway.

[0047] 3) Finally, the "Anc...

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Abstract

The invention discloses a method for excavating along the bottom of a soft and thick coal seam, which is suitable for soft and soft coal seams with a thickness of 5-7 meters, and comprises the following steps: S1 cuts the coal seam along the bottom, and leaves part of the coal seam at the top of the coal seam; S2 completes the cutting The cut roadway is supported by anchor mesh beams and anchor cables; S3 is sprayed for protection of the roadway; S4 is used for grouting reinforcement of the roadway. The cutting along the bottom in S1 specifically includes, cutting the coal seam horizontally and reciprocatingly along the bottom, reserving part of the coal seam along the top and the formation of the two side roadways, and finally vertically excavating the reserved along the top and Two gangs of partial coal seams. Form a roadway that conforms to the median line of the given roadway section. The technical scheme of the invention effectively solves the problems of soft and medium-thick coal seam roadway tunneling along the floor and top coal, soft coal seam, poor anti-disturbance ability and difficult control of surrounding rocks. The service life of the roadway is increased, the support reliability and engineering quality are improved, the repair rate is reduced, and safe production is effectively guaranteed.

Description

Technical field [0001] The present invention relates to a coal mine, and more particularly to a method of pine and thick coal seam. Background technique [0002] According to the coal seam, there is a large number of coal seams having a large amount of 5m-7m in China's coal resources. The coal seam is in the process of excavation. If the bottom is taken into the bottom along the bottom, the two lanes are too high, and the difficulty of the roadway is increased. It is not conducive to safety production; if the top plate, leaving coal is in progress, the work surface end treatment and advanced support, etc. are more complicated, which is not conducive to safety production; the roadway is along the bottom plate, the rodding coal mining Efficient restriation work is the most favorable arrangement, but because the coal seam is soft, the anti-disturbance capacity is poor, the surrounding rock is difficult to control, and it has always been one of the main problems of the industry. [0...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/10E21D20/02E21D21/00
CPCE21D11/10E21D20/02E21D21/0093
Inventor 李刚张瑞龙丛丽莉杨庆贺李强
Owner 阜新金鑫矿业设计咨询有限公司