煤炭工程 ›› 2020, Vol. 52 ›› Issue (3): 93-97.doi: 10.11799/ce202003019

• 研究探讨 • 上一篇    下一篇

承压水上含隐伏构造底板突水机理研究

魏大勇,孙亚楠,闫奋前,吴俊达   

  1. 皖北煤电集团昌恒煤焦公司
  • 收稿日期:2019-08-21 修回日期:2019-10-21 出版日期:2020-03-10 发布日期:2020-05-11
  • 通讯作者: 魏大勇 E-mail:1241493242@qq.com

Study on water inrush mechanism of concealed structural floor in confined water

  • Received:2019-08-21 Revised:2019-10-21 Online:2020-03-10 Published:2020-05-11

摘要: 以昌恒煤矿9102工作面实际地质资料为基础,借助数值模拟与现场测试等手段,从底板应力分布特征与塑性区发育特征两方面分析了该工作面下隐伏构造对工作面推采的影响。研究结果表明:陷落柱等地质构造的存在,使得工作面回采时在地质构造前出现应力集中现象|工作面回采引发的底板岩体破坏形式主要以剪切破坏为主,且塑性区与陷落柱顶部靠近工作面一侧边界塑性区首先连通形成突水通道,进而引起底板突水|利用底板应变计监测工作面回采引发的煤层底板破坏情况,最终得出工作面回采引发的含隐伏构造底板的破坏深度与经验及理论公式的计算结果能保持一致,验证了现场测试方法的可行性及科学性,为承压水上底板含隐伏构造煤层的安全生产提供借鉴。

关键词: 承压水, 隐伏构造, 底板突水, 应力分布, 致灾机理

Abstract: With the deepening of coal mining depth, a large number of collapse columns in North China have become more and more serious in the safety of coal mining in this area. It is increasingly important to carry out research on the water inrush mechanism of concealed structural floor on confined water. In this study, the 9102 working surface was simulated by FLAC3D numerical simulation software. From the two aspects of the stress distribution characteristics of floor and the development characteristics of plastic zone, the influence of the concealed structure on the mining face under the working face is analyzed, and the safety distance of the grouting transformation of the concealed structure is obtained. Using the floor strain gauge to monitor the damage of the bottom plate after grouting and verify the grouting effect. Finally, the depth of damage of the floor containing the concealed structure caused by the mining of the working face is obtained, and which provides a reference for the safe production of the concealed structural coal seam on the pressure-bearing water floor.

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