煤炭工程 ›› 2025, Vol. 57 ›› Issue (6): 73-79.doi: 10. 11799/ ce202506010

• 施工技术 • 上一篇    下一篇

多层灰岩承压水上地面定向超前区域治理技术

高保彬,牛高杰,孟武峰   

  1. 1. 河南理工大学 安全科学与工程学院,河南 焦作 454000

    2. 河南焦煤能源有限公司 中马村矿,河南 焦作 454000

  • 收稿日期:2024-08-06 修回日期:2024-11-01 出版日期:2025-06-11 发布日期:2025-07-15
  • 通讯作者: 牛高杰 E-mail:2778482652@qq.com

Surface directional drilling for advance regional water hazard control above multi-layer limestone confined water

  • Received:2024-08-06 Revised:2024-11-01 Online:2025-06-11 Published:2025-07-15

摘要:

针对永城矿区石炭系太原组多层灰岩治理难题,在新桥煤矿21106工作面采用超前区域治理技术,实现受太原组上段灰岩水威胁煤层的安全开采。通过剖析21106工作面地质构造情况,提出了“先锁边后注浆”的治理模式。依据含水层位置、发育情况、富水性及治理效果确定注浆治理层位,通过治理过程数据分析,揭示地面注浆规律与漏失规律,并对数据进行拟合发现两者关联。基于稳压注浆阶段浆液参数变化特征,提出动态注浆控制方法。根据井下验证孔出水规律评估注浆效果,构建“治理层位选择—地面动态高压注浆—圈定物探异常区—井下空白区补注—井下钻探验证—井下构造发育区验证—物探验证”的超前区域治理体系。结果表明:钻孔注浆量主要用于构造及漏失点位治理;先施工的主孔区域与构造区域更易发生漏失且漏失量显著偏大;注浆量与漏失量之间符合幂函数关系;稳压注浆阶段通过拟合公式动态调控注浆压力、浆液密度等关键参数,可提高注浆效率并保障注浆效果。物探及检验钻孔数据显示超前区域治理效果显著,终孔水压由2.23MPa降至1.5MPa,水压分布呈孤岛状;L10灰岩作为治理层位,有效增加了隔水层厚度及稳定性,阻断导水通道,解除了承压水威胁,实现了复杂地质构造下多层灰岩承压水上工作面的安全回采。

关键词:

水害超前区域治理 , 奥灰含水层 , 浆液漏失 , 底板水害 , 注浆改造

Abstract:

Abstract:Ground directional overrun area management grouting reinforcement has become an effective means to liberate the graystone aquifer in the upper section of Taiyuan Group in the management process of the bottom plate bearing pressure water damage in North China Coalfield, how to objectively analyze and evaluate the construction data in the process of grouting, reduce the workload of construction verification downhole and at the same time ensure that the work face is safe and efficient back to the mine has become an urgent problem to be solved at present. According to the comprehensive analysis of the geological condition and construction elements of 21106 working face, multi-layer tuff bearing pressure water on the L10 tuff aquifer was selected to carry out the management mode of locking the edges first and then grouting, and based on the actual construction data in the grouting site, a comparative analysis was carried out on the grouting pattern, leakage pattern, and water outflow pattern of the grouting transformation drill holes. Engineering practice shows that: the structure, drilling construction sequence, construction time interval is the main factors affecting the ground drilling grouting volume; the location of slurry leakage is related to the grouting pressure, and the structure, grouting pressure and construction sequence are the main factors affecting the size of the leakage volume; downhole inspection is carried out after the end of the ground grouting, and the gushing volume of the test borehole outflow point is less than 10m3/h, and the final borehole water pressure is lowered from 2.23Mpa to 1.5Mpa, the distribution of water pressure is in the form of an island, and there is no abnormal area in the physical exploration test, which indicates that the effect of bottom plate grouting transformation is safe and reliable. The research results are successfully applied to realize the safe mining of working face on multi-layer tuff bearing pressure water under complex geological structure, and provide guidance and support for the overrun management of water damage on the bottom plate of the same type of mine.

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