高耀全, 方刚, 闫兴达. 邢东煤矿深部区域奥灰水害探查治理技术[J]. 煤矿安全, 2021, 52(5): 87-95.
    引用本文: 高耀全, 方刚, 闫兴达. 邢东煤矿深部区域奥灰水害探查治理技术[J]. 煤矿安全, 2021, 52(5): 87-95.
    GAO Yaoquan, FANG Gang, YAN Xingda. Exploration and control technology of Ordovician limestone water hazard in deep area of Xingdong Coal Mine[J]. Safety in Coal Mines, 2021, 52(5): 87-95.
    Citation: GAO Yaoquan, FANG Gang, YAN Xingda. Exploration and control technology of Ordovician limestone water hazard in deep area of Xingdong Coal Mine[J]. Safety in Coal Mines, 2021, 52(5): 87-95.

    邢东煤矿深部区域奥灰水害探查治理技术

    Exploration and control technology of Ordovician limestone water hazard in deep area of Xingdong Coal Mine

    • 摘要: 为解决深部区域煤层开采的奥灰水害问题,以邢东煤矿-980 m水平内多个工作面底板探查治理工程为例,通过对矿井及工作面地质、水文地质条件进行分析,确定工作面回采期间的主要充水水源、充水通道及探查治理层位,结合钻探探查和注浆治理工程,通过工程效果检验,完成了研究区奥灰水害的有效防治。结果表明:研究区开采期间的主要充水威胁来源于煤层底板奥陶系灰岩岩溶裂隙含水层水,主要充水通道为断层构造带。通过钻探工程探查,施工了1个地面主孔,40个地下近水平分支孔,根据伽马测井、水位观测和水温观测等钻探效果检验,确定本次探查到1个隐伏陷落柱(X8)、以及F23等个别导水断层构造。经注浆工程治理,认为煤层底板奥灰岩溶裂隙发育程度不均一、注浆量与多指标相关性差,注浆条件较为复杂;经注浆终压、单位吸水率和现场实际揭露,注浆效果良好。通过本次奥灰水害探查治理工程,确保了矿井深部采区的安全生产。

       

      Abstract: In order to solve the problem of water hazard caused by Ordovician limestone in coal seam mining in deep areas, this paper takes the exploration and control project of multiple working faces at the -980 m level in Xingdong Coal Mine as an example, through the analysis of the geological and hydrogeological conditions of the mine and the working face, the main water filling source, water filling channel and exploration and treatment layers during the mining of the working face are determined. Combined with drilling exploration and grouting control project, the effective prevention and control of Ordovician limestone water hazard in the study area has been completed through the tests of engineering effect. The results show that, the main water-filling threat during mining in the study area comes from the water in karst fissure aquifers of Ordovician limestone in coal floor, and the main water-filling channel is fault tectonic zone. Through drilling engineering exploration, 1 surface main hole and 40 underground near horizontal branch holes were constructed. According to drilling effect tests such as gamma logging, water level observation and water temperature observation, it was determined that this exploration detected 1 concealed collapse column (X8)and individual water-conducting fault structures such as No.F23 fault. After grouting engineering treatment, it is considered that the development degree of Ordovician limestone karst fissure in coal seam floor is uneven, the correlation between grouting amount and multiple indexes is poor, and the grouting condition is relatively complex. The grouting effect is good after the final pressure, unit water absorption rate and the actual situation. Through this Ordovician limestone water hazard exploration and control project, the safety production in the deep mining area is ensured.

       

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