煤炭工程 ›› 2018, Vol. 50 ›› Issue (9): 79-82.doi: 10.11799/ce201809022

• 研究探讨 • 上一篇    下一篇

厚硬岩层控制下不规则断层煤柱冲击危险性研究

韩亮   

  1. 华北科技学院
  • 收稿日期:2017-11-29 修回日期:2018-01-20 出版日期:2018-09-20 发布日期:2018-12-18
  • 通讯作者: 韩亮 E-mail:hanliang_1985@sina.com

Burst Hazard Analysis of Irregular Fault Coal Pillar Controlled by Thick Hard Rock Stratum

  • Received:2017-11-29 Revised:2018-01-20 Online:2018-09-20 Published:2018-12-18

摘要: 根据矿压理论构建了断层构造应力及采空区转移支承压力计算模型,以典型冲击地压矿井为例,将二者耦合叠加得到了厚硬岩层控制下不规则断层煤柱应力分布情况,进而分析了冲击危险性。结果表明:应力峰值距采空区133m,达到62MPa|西侧距采空区75~239m为冲击危险区,东侧距采空区60~239m为冲击危险区,高位关键层未充分断裂是导致支承压力升高的主要原因。通过现场监测数据对计算结果进行了验证,该结果可作为冲击危险防治的理论依据。

关键词: 厚硬岩层, 断层, 煤柱, 冲击危险性, 支承压力

Abstract: Based on the theory of mine pressure, calculation model of fault tectonic stress and abutment pressure of mined out area are constructed. Taking a rock burst mine as an example, the stress distribution of coal pillar with irregular faults under the control of thick hard rock strata is obtained by superposition of both of them, and then, the burst hazard is analyzed. The results show that the peak value of stress is 133m away from the goaf, reaching 62MPa, and the west side of the goaf 75~239m is the impact danger zone, while the east side is 65~239m. Incomplete fracture of high key stratum is the main reason for the increase of abutment pressure. The calculation results are verified by field monitoring data, and the results can be used as the theoretical basis for the prevention and control of burst hazards.

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