煤炭工程 ›› 2021, Vol. 53 ›› Issue (4): 71-75.doi: 10.11799/ce202104015

• 生产技术 • 上一篇    下一篇

东滩矿弱化低位关键层治理矿震技术研究

曹怀轩,谢华东,杨欢,王富刚,闫宪洋,张俭   

  1. 1. 兖州煤业股份有限公司东滩煤矿
    2. 中煤科工集团西安研究院有限公司
  • 收稿日期:2020-04-27 修回日期:2020-07-07 出版日期:2021-04-20 发布日期:2021-05-17
  • 通讯作者: 杨欢 E-mail:617180394@qq.com

Study on the technology of controlling mine earthquake in Dongtan Coal Mine

1,   

  • Received:2020-04-27 Revised:2020-07-07 Online:2021-04-20 Published:2021-05-17

摘要: 针对坚硬顶板造成的矿震动力灾害问题,通过理论研究、数据分析等方法分析了东滩煤矿矿震发育特征。依据关键层理论,结合微震探测,确定了关键层位置,探讨了矿震防治技术原理,提出了煤矿井下分段水力压裂弱化减震技术,并开展了工程示范应用。结果表明:矿震灾害发生具有周期性,与周期来压呈现协同发生规律特征|矿震致灾能力阈值为5×10J,致灾矿震多集中发生在距离煤层顶板15.13m的中粒砂岩亚关键层。对该层位进行分段水力压裂弱化治理后,致灾矿震事件日平均发生次数下降了95.45%,常规矿震(能量小于5×10J)事件的日平均发生次数提高了80.5%。该技术促使关键岩层能量分散释放、均布化,降低了单次矿震能量,安全掩护了工作面回采。

关键词: 巨厚岩层, 关键层, 矿震防治, 水力压裂

Abstract: In this paper, a method of controlling mine earthquake by weakening the key layer of low position is given.Dongtan coal mine 63upper03 working face is taken as the engineering background. By using the methods of field investigation, theoretical analysis and field test, the principle of mine earthquake prevention and control technology is analyzed, the position of key layer is determined, and the hydraulic fracturing weakening test is carried out for key layer. Geological analysis and theoretical calculation show that the main key layer is fine sandstone 226.72 m away from the roof, and the sub key layer is fine sandstone and medium sandstone 163.92 m and 15.13 m away from the roof. In the sub key layer, the sandstone layer is weakened by directional long hole staged hydraulic fracturing. After fracturing treatment, the daily average number of mine seismic events with energy greater than 5 × 103J decreased by 95.45%. This technology makes the high energy gathered in the key layer disperse and release.