煤炭工程 ›› 2024, Vol. 56 ›› Issue (12): 1-6.doi: 10.11799/ce202412001

• 设计技术 •    下一篇

煤矿井下防治水定向钻孔定点注浆封隔器设计与应用

管强盛   

  1. 中煤科工西安研究院(集团)有限公司
  • 收稿日期:2023-03-20 修回日期:2024-01-18 出版日期:2024-12-20 发布日期:2025-01-08
  • 通讯作者: 管强盛 E-mail:582337046@qq.com

Design and application of packer for fixed point grouting of directional drilling for water control in coal mine

  • Received:2023-03-20 Revised:2024-01-18 Online:2024-12-20 Published:2025-01-08

摘要: 针对煤矿井下防治水定向钻孔采用普通孔口法兰注浆工艺存在浆液易沉淀、注浆量小、全孔段被注实,造成注浆效果不理想和大量重复进尺的问题,在煤矿注浆用止浆塞分段注浆和煤矿井下水力分段压力技术的基础上,结合井下施工特点,设计了一种MX-100型裸眼封隔器,具有单通道双流向结构、长胶筒设计和易脱开保护套设计等特点。通过室内试验验证了封隔器的工作性能,同时对煤矿井下封隔器定点注浆技术进行了研究,形成了一套封隔器注浆工艺方法。该技术在新安矿15150工作面下部底板巷底板灰岩定向钻孔1号孔施工中进行了试验,出水点孔深为391 m、出水量为44 m3/h,封隔器设置在孔深280 m处并成功进行了坐封,坐封压力为10 MPa,最终注浆压力达到设计的8 MPa,总注浆干料达514 t。相较于同类型定向钻孔采用孔口注浆工艺注浆时,明显提高了注浆量,同时也减少了280 m定向钻孔的重复进尺。试验结果表明,该封隔器能够在裸眼钻孔中坐封牢固,能够实现近水平定向钻孔孔内分段定点注浆,同时也减少了不必要的重复进尺,为煤矿井下防治水工程实现降本增效提供了更好的技术支撑。

关键词: 煤矿井下, 防治水, 定向钻孔, 定点注浆, 封隔器

Abstract: In view of the problems existing in the ordinary orifice flange grouting technology used in the directional drilling construction of water prevention and control in underground coal mines, such as slurry easy to precipitate, small grouting amount, and full hole section being filled, resulting in unsatisfactory grouting effect and a large number of repeated footage. On the basis of coal mine grouting stopper segmented grouting and coal mine underground hydraulic segmented pressure technology. Combined with un-derground construction characteristics, designed an MX-100 bare-eye packer, it has the structural features of single channel double flow structure and long rubber drum design and easy to detangle protective sleeve design. The Working performance of packer was verified by indoor performance test, and studying the technology of fixed point grouting for underground coal mine,it have formed a set of packer grouting technology. The technology has been applied in the construction of no.1 directional drilling hole of floor limestone in the directional drilling field of the bottom floor roadway of 15150 working face in Xin'an Mine, the outlet point is located in the hole depth of 391 m and the specific yield is 44 m3/h, the packer was set at a hole depth of 280 m successfully, the setting pressure is 10 MPa, the grouting pressure reached the designed 8 MPa finally and the total grouting dry material was 514 t. The amount of grouting is obviously increased compared with similar directional drilling using hole grouting technology. At the same time, 280 m directional drilling repeat footage was reduced. The experimental results show that the packer can be set firmly in open hole drilling,the technology of packer fixed point grouting can realize near horizontal directional drilling hole segment fixed point grouting,it also reduced the unnecessary repetitive footage. It provides a better technical support for the realization of underground water prevention and control project in coal mine.

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