煤炭工程 ›› 2025, Vol. 57 ›› Issue (4): 82-87.doi: 10. 11799/ ce202504012

• 生产技术 • 上一篇    下一篇

基于微震事件能量密度的破碎带回采底板破坏特征研究

谭花文,谭国龙,马娜娜,等   

  1. 通用技术集团工程设计有限公司
  • 收稿日期:2024-08-30 修回日期:2024-12-26 出版日期:2025-04-10 发布日期:2025-05-28
  • 通讯作者: 谭花文 E-mail:15253122565@163.com

Floor failure characteristics in fractured zones based on seismic event energy density analysis

  • Received:2024-08-30 Revised:2024-12-26 Online:2025-04-10 Published:2025-05-28

摘要:

针对破碎带区域采动底板破坏深度难以精准判识的工程难题,基于工作面微震监测结果,提出了微震事件能量密度分析法,同时依据该方法对破碎带区回采过程中的底板破坏特征进行了研究,结果表明:微震事件能量密度分析法可量化评价底板岩层的破坏程度,较为准确地反映回采过程中底板岩层的破坏位置、强度与时间,并可得到采动影响下底板的最大破坏深度,进而对底板突水通道进行评价。最后将该方法应用至淮南矿区张集煤矿1610A回采工作面破碎带区域回采过程,得到了底板各岩层受采动影响的程度,明确了底板最大破坏深度为18m,获得了破碎带区域回采过程中底板各岩层的破坏特征。

关键词:

微震监测 , 能量密度, 破碎带 , 回采工作面 , 底板破坏 , 破坏特征

Abstract:

The monitoring of water channels during coal mining is of great significance for the prevention and control of water damage in deep mines. The real-time monitoring function of microseismic monitoring technology provides the possibility of tracking damage. The fractured zone area of the mining face has increased the smoothness of the water inrush channel, making water hazard prevention and control more difficult. Therefore, based on the results of microseismic monitoring, this article proposes the energy kernel density analysis method for microseismic events, and studies the characteristics of bottom plate failure during the mining process in the fractured zone area according to the method. The results show that the energy kernel density analysis method for microseismic events can quantitatively evaluate the degree of rock damage, accurately reflect the location, strength, and time of damage to the floor rock layer during the mining process, obtain the maximum depth of damage to the floor under the influence of mining, and evaluate the water inrush channel of the floor. The method was applied to the mining process in the fractured zone area of Zhangji Coal Mine 1610A face in the Huainan mining area, and the degree of mining influence on each rock layer of the floor was obtained. The maximum depth of floor failure was determined to be 18 m, and the characteristics of floor failure during the mining process in the fractured zone area were also obtained. The research results provide reference for water damage monitoring and prevention during mining in fractured zone areas.

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