A method for preventing roadway floor heave and wall slippage in gob-side entry retention

A technology for gob-side entry retention and roadway, which is used in tunnels, tunnel linings, earth-moving drilling and mining, etc., can solve the problem that cannot fundamentally solve the problem of bottom drum control of gob-side entry retention, it is difficult to effectively control the wall slip, and the anchor rod resists. The problem of poor bending and shear resistance can prevent the slippage of the kick drum and the wall, improve the prospect of popularization and application, and eliminate the amount of repair work.

Inactive Publication Date: 2017-12-01
SHANDONG UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] Whether it is the reinforcement method or the pressure relief method, there are major deficiencies and defects. Although these methods can play a certain role in controlling the gob-side entry floor in a relatively low-stress environment, their control capabilities are limited
However, the undercover method commonly used in engineering sites is neither economical nor fundamentally solves the problem of floor drum control in gob-side entry retention
At present, there are not many methods to limit the strong sliding of the wall to the roadway. Only the measures to limit the displacement between the wall and the roof are provided by setting multiple shear anchors connecting the roof and the floor. However, the bending and shear resistance of the anchors is poor. The control effect is not ideal, and it is difficult to effectively control the wall slippage

Method used

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  • A method for preventing roadway floor heave and wall slippage in gob-side entry retention
  • A method for preventing roadway floor heave and wall slippage in gob-side entry retention

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0078] Take the gob-side entry retention in the 9302 working face of the coal mine as an example:

[0079] During the construction process, the first 300 meters of the roadway adopt the traditional method to retain the gob-side entry, and the last 1100 meters of the roadway adopt the method of the present invention to retain the gob-side entry.

[0080] The method adopted for the first 300 meters of the roadway is as follows:

[0081] The preventive measures for roadway bottom heave are: floor bolt reinforcement method; no protective measures are taken for the prevention of wall slippage. compare results:

[0082] During the first 300 meters of the roadway along the gob-side retaining process, the bottom heave of the roadway is as high as 0.8-1m, the internal displacement of the wall is 0.3-0.5m, the local wall is inclined, and the section of the roadway is reduced; the roadway repair is required to meet the normal use requirements, and there are certain security risks.

[...

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PUM

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Abstract

The invention discloses a method for preventing roadway floor drum and wall slippage in gob-side retaining roadway. Construct a protective unit every 2 meters until the entire gob-side entry is completed. The present invention adopts technical means such as adopting the wave-shaped anti-arch steel pipe of the bottom plate, coordinating the grouting steel pipe arranged obliquely, and reinforcing the steel pipe at the foot of the roadway, and fixing the three together, so as to change the stress state of the surrounding rock of the roadway and avoid The floor drum of the roadway is caused by the pressure film effect on the floor of the two sides of the roadway; and the vertical pressure on the two sides of the roadway is converted into a downward extrusion force on the roadway floor, which further restricts the bottom drum of the roadway; at the same time, by improving the bottom of the roadway The force of the surrounding rock at the foot should be considered to avoid wall slippage caused by damage to the weak parts of the roadway. The invention is safe and reliable, has strong adaptability and is suitable for popularization and application of gob-side entry retention.

Description

technical field [0001] The invention relates to a method for controlling the stability of a roadway, in particular to a method for preventing the bottom drum and wall of a roadway in a gob-side retaining roadway from slipping, and belongs to the technical field of mine support. Background technique [0002] Mining without coal pillars is beneficial to improve the recovery rate of coal, and can also eliminate or reduce the disasters caused by coal pillars, so it has been widely used in recent years. With the acceleration of the depletion of coal resources, coal pillarless mining is getting more and more attention from the industry. Gobside entry retention is an important development direction of pillarless mining. Because the gob-side retaining has a coal pillar that can be canceled to maintain the roadway, it can improve the recovery rate of coal resources, make full use of the rational development of coal resources, prolong the service life of the mine, and be conducive to...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/00E21D11/10
CPCE21D11/00E21D11/10E21D11/105E21D11/107
Inventor 蒋宇静栾恒杰王刚王冬贾传洋王长盛公彬刘建康
Owner SHANDONG UNIV OF SCI & TECH
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