煤炭工程 ›› 2025, Vol. 57 ›› Issue (8): 64-71.doi: 10. 11799/ ce202508010

• 施工技术 • 上一篇    下一篇

煤矿顶板巨厚松散层水害超前区域治理效果检验

闫鑫,丁湘,蒲治国,李哲,冯洁,纪卓辰   

  1. 1. 中煤能源研究院有限责任公司,陕西 西安 710054

    2. 中煤(鄂尔多斯市)能源科技有限责任公司,内蒙古 鄂尔多斯 017000

    3. 中煤西安设计工程有限责任公司,陕西 西安 710054

  • 收稿日期:2025-03-07 修回日期:2025-04-16 出版日期:2025-08-11 发布日期:2025-09-11
  • 通讯作者: 闫鑫 E-mail:1346759940@qq.com

Effect examination of advance regional management of water hazards in ultra-thick loose layers of coal mine roofs

  • Received:2025-03-07 Revised:2025-04-16 Online:2025-08-11 Published:2025-09-11

摘要:

针对巨厚松散层水害区域注浆治理效果缺乏有效检验方法的问题,提出井上-井下多指标立体检验方法。该方法通过后序孔岩屑录井、注浆层位取芯观测,以及对比分析注浆治理前后含水层水位、井下疏放水量、地层透水率、井下钻孔串浆等参数,对煤层顶板注浆治理效果进行检验。结果表明:依据后序孔、检验孔及取芯孔中黏土水泥结石块与荧光剂的分布,可判断浆液平面扩散距离为31.68~64.85m,垂向扩散距离大于30m;验证孔钻井液无异常消耗,说明治理后验证区内地层结构较为完整;验证孔注浆量远低于治理孔,表明治理孔对地层实现了良好的注浆充填;验证孔注浆未引发含水层水位变化且井下无串浆现象,显示原垂向导水通道已被有效封堵;治理完成后,井下放水检验孔出水量及出水钻孔数量均显著下降,表明“四含”与9煤顶板砂岩含水层间的水力联系通道被有效阻断, 注浆治理达到预期目标,工作面具备安全回采条件。

关键词:

巨厚松散层 , 顶板水害 , 地面注浆 , 水力联系 , 注浆效果检测

Abstract:

Given the dearth of resulting verification ways for the effect of grouting treatment within the water injury space of thick loose layer, a joint uphole-downhole multi-indicator verification methodology is planned to verify the result of grouting treatment on the seam roof by scrutiny parameters like the core observation of grouting layer level, the water level of formation before and once grouting treatment, the output from downhole release borehole, water porosity of stratum, and flowing of slurry injection from downhole borehole. The results show that the grouting treatment has achieved the expected goal and also the operating face has safe recovery conditions. throughout the later workings recovery, no roof dripping development occurred within the well, which is in keeping with the verification conclusion, achieved safe mining at the operating face. The results of the study will give a reference for the verification of the result of suspension treatment within the roof space beneath similar conditions.

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