煤炭工程 ›› 2025, Vol. 57 ›› Issue (10): 60-67.doi: 10. 11799/ ce202510008

• 专题论坛 • 上一篇    下一篇

厚硬顶板井下超长水平孔分段压裂防冲技术研究

赵乾,周金龙,马平,夏永学,高敬勇,杜涛涛,付强,邬建宏   

  1. 1. 中天合创能源有限责任公司,内蒙古 鄂尔多斯 017010

    2. 天地科技股份有限公司开采设计事业部,北京 100013

    3. 中煤科工开采研究院有限公司,北京 100013

    4. 矿山顶板灾害防控国家矿山安全监察局重点实验室,北京 100013

  • 收稿日期:2025-01-22 修回日期:2025-05-28 出版日期:2025-10-10 发布日期:2025-11-12
  • 通讯作者: 周金龙 E-mail:zhoujlcumtb@163.com

Research on overlength horizontal hole staged fracturing for thick and hard roofs to prevent coal burst

  • Received:2025-01-22 Revised:2025-05-28 Online:2025-10-10 Published:2025-11-12

摘要:

厚硬顶板是煤矿开采中诱发冲击地压的关键因素,采用井下超长水平孔分段压裂技术对厚硬顶板进行卸压处理已成为一种行之有效的冲击地压防治手段。为分析超长水平孔分段压裂技术对厚硬顶板型冲击地压的防治效果,以鄂尔多斯某矿11-3107工作面为研究对象,综合运用微震监测、支架工作阻力监测和地表沉降监测方法进行全面分析。结果表明:超长水平孔分段压裂具有显著的卸压释能和弱化降载作用,厚硬顶板实施超长水平孔分段压裂后工作面微震能量、频次及工作面支架压力均大幅降低,地表沉降量呈增大趋势。微震日均能量、频次分别降低1.1×105 J、27个,分别降低约67.50%、33. 75%,工作面支架压力降低约21.5%,地表沉降量增大约87.59%。厚硬顶板实施超长水平孔分段压裂后顶板完整性被弱化,强度降低,工作面采后能及时破断、垮落, 顶板内不易积聚能量,悬顶面积减小,降低了回采期间动载荷,继而降低厚硬顶板破断诱发冲击地压风险。井下超长水平孔分段压裂对降低厚硬顶板型冲击地压风险具有积极作用,研究结果可为厚硬顶板型冲击地压防治提供借鉴。

关键词: 厚硬顶板 , 冲击地压 , 超长水平孔分段压裂 , 微震监测 , 卸压效果评价

Abstract:

Thick and hard roofs is a key factor inducing coal burst in coal mining, and the use of overlength horizontal hole staged fracturing technology to decompress the thick and hard roofs has become an effective means to prevent and control coal burst. In order to analyse the effect of overlength horizontal hole staged fracturing on the prevention and control of thick and hard roofs-type coal burst, the 11-3107 working face of coal mine in Ordos was taken as the research object, and microseismic monitoring, support working resistance monitoring and surface subsidence monitoring means were comprehensively used to carry out the analysis. The results show that overlength horizontal hole staged fracturing has a significant effect of unloading energy and weakening load shedding. The microseismic energy, frequency and supporting pressure of the working face after the implementation of overlength horizontal hole staged fracturing for thick and hard roofs were greatly reduced, and the surface subsidence was on the trend of increasing, with the average daily microseismic energy and frequency being reduced by 1.1×105J and 27, or about 67.50% and 33.75%, respectively, and the supporting pressure being reduced by 21.5%, and the surface subsidence being increased by about 87.59%. The integrity of the roof is weakened and its strength is reduced after the implementation of overlength horizontal hole staged fracturing for thick and hard roofs, so that it can be broken and collapsed in time after coal mining, and it is not easy for energy to accumulate in the roof, and the overhanging area is reduced, which reduces the dynamic load during the mining period, and then reduces the risk of coal burst induced by the breaking of the thick and hard roofs. The overlength horizontal hole staged fracturing has a positive effect on reducing the risk of thick and hard roofs-type coal burst, and the results of the study can provide a reference for the prevention and control of thick and hard roofs-type coal burst.

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