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Method for evaluating mining influence degree between same-mining working faces of adjacent mining area

A technology of mining impact and evaluation method, which is applied to mining equipment, mining equipment, earth square drilling and mining, etc., to achieve strong operability

Active Publication Date: 2021-02-19
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, there is no method for evaluating the degree of impact of mining between the same mining face in the adjacent mining (panel) area by using the microseismic monitoring system.

Method used

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  • Method for evaluating mining influence degree between same-mining working faces of adjacent mining area
  • Method for evaluating mining influence degree between same-mining working faces of adjacent mining area
  • Method for evaluating mining influence degree between same-mining working faces of adjacent mining area

Examples

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Embodiment 1

[0030]Example 1: In this example, a new mine is tense, and the 205 working face in the second panel area and the 302 working face in the third panel area have simultaneous mining. The inclined length of the 205 working face is 192m, and the inclined length of the 302 working face is 190m. , between the two working faces is the coal pillar of the planned 301 working face in the third panel area and the coal pillar in the second and third panel intervals, which is determined as the coal pillar area, with a total inclination length of 380m. The average buried depth of the coal seam in the mine is more than 900m. The coal seam has a strong impact tendency, and both working faces have a strong impact risk, and the impact has occurred during the mining process of the working face. The mine has installed an SOS microseismic monitoring system, such as figure 1 As shown, the present invention is used to determine the impact degree of mining between the two working faces when the second ...

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Abstract

The invention discloses a method for evaluating the mining influence degree between the same-mining working faces of an adjacent mining area. The method comprises the steps that a plurality of mine earthquake signals generated in the process that the two working faces are subjected to stoping at the same time are collected through an existing underground mine microseismic monitoring system, the positions and energy of all mine earthquake sources are calculated through a known method, then a mine earthquake data advanced statistical area is determined, the mine earthquake data advanced statistical area is equally divided, a plurality of tendency partitions are obtained, and the total mine earthquake energy and the total mine earthquake frequency in all the tendency partitions are counted; and a total mine earthquake energy and total frequency change curve of the tendency partitions is drawn, then the two curves are normalized, coal pillar areas are marked on the normalized total mine earthquake energy and total frequency change curve, a total mine earthquake energy relative value and a total frequency relative value are determined in the coal pillar areas, finally the two values arejudged according to the standard, and the mining influence degree between the same-mining working faces is obtained. Additional monitoring devices are not arranged, and the evaluation accuracy is guaranteed.

Description

technical field [0001] The invention relates to an evaluation method for the influence degree of mining between working faces in adjacent mining areas, and belongs to the technical field of coal mine safety. Background technique [0002] With the depletion of shallow coal resources, most of the mines are transferred to deep mining, which leads to the continuous deterioration of the stress environment in the stope, frequent occurrence of dynamic disasters such as rock bursts, and seriously threatens the safe production of mines and the safety of personnel. The occurrence of dynamic disasters such as rock burst is the result of the joint action of the static load of the surrounding rock in the stope and the dynamic load such as roof fracture. After the working face is mined, under the action of the supporting pressure, a certain range of stress concentration areas will be formed in the surrounding coal and rock mass. If the distance between two adjacent working faces is relati...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21F17/00G01V1/30
CPCE21F17/00G01V1/30
Inventor 周坤友窦林名巩思园曹晋荣白金正阚吉亮卢安良牟亮
Owner CHINA UNIV OF MINING & TECH
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