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中低位厚硬砂岩水力压裂瓦斯−矿压协同治理技术

Integrated prevention and control technology of hydraulic fracturing compound disaster in medium and low thick and hard sandstone

  • 摘要: 煤矿强矿压与高瓦斯复合灾害已成为制约煤矿安全高效开采的主要因素。基于我国煤层多期沉积−构造演化形成的高瓦斯、强矿压复合灾害共生环境,针对中低位厚硬砂岩顶板不易垮落、顶板高位长钻孔与裂隙带钻孔卸压瓦斯抽采效果不佳,继而引发采掘工作面矿压显现剧烈,上隅角瓦斯聚集等问题,以黄陵一号煤矿632工作面为研究区域,围绕“中低位厚硬砂岩水力压裂瓦斯−矿压协同治理”需求,采用现场实测、理论分析、数值模拟、工业性试验相结合的方法,厘清了632工作面地质赋存特征,分析了瓦斯与矿压复合灾害显现特征,揭示了复合灾害的联动诱发致灾机理,明确了中低位厚硬顶板是诱发灾害的关键因素,提出了瓦斯−矿压协同治理的可行性与总体思路,设计出厚硬顶板钻探施工靶区范围与水力压裂工程参数,开展了中低位厚硬砂岩水力压裂瓦斯−矿压协同治理技术工艺性试验研究。结果表明:顶板27~40 m层位的厚硬粉砂岩为关键控制层,其采空区高空隙率发育带与顶板瓦斯高渗区域分布于煤层上方20~40 m内;压裂施工期间泵注压力范围为16.0~24.0 MPa,水力压裂使钻孔瓦斯抽采浓度提升1.5~4.5倍,抽采纯量增加了1.4~2.3倍;上隅角瓦斯浓度由压裂前的0.2%~1.0%波动范围优化至稳定的0.5%~0.9%,最大浓度均值降低0.15%,瓦斯浓度分布曲线呈现显著稳定化特征,消除了原有增长趋势;水力压裂使得底鼓量减少655 mm,变形速率较压裂前减缓31.7%,顶、底板移近总量减少34.8%。研究成果为类似煤矿复合灾害治理提供了理论支撑和工程借鉴。

     

    Abstract: Coal and gas outbursts coupled with strong mining-induced pressure constitute major constraints on safe and efficient deep coal mining. In Chinese coal seams, multiphase sedimentary–tectonic evolution has created a coexisting environment of high gas content and high geostress, wherein moderately low-positioned thick and hard sandstone roofs fail to collapse readily. This poor collapse behavior leads to ineffective gas drainage through high-level long boreholes and fracture-zone boreholes, consequently triggering severe strata behaviors at working faces and gas accumulation in upper corner areas. Taking the No. 632 working face of Huangling No. 1 Coal Mine as the study area, and focusing on the requirement for collaborative control of gas and mining-induced pressure through hydraulic fracturing of the moderately low-positioned thick and hard sandstone roof, a combined methodology incorporating field measurement, theoretical analysis, numerical simulation, and industrial-scale testing is adopted. The geological occurrence characteristics of the No. 632 working face are clarified, the manifestation features of the coupled gas–stress disaster are analyzed, and the linkage-triggering mechanism of this compound disaster is revealed. The moderately low-positioned thick and hard roof is identified as the key factor inducing the compound disaster. The feasibility and general strategy for synergistic gas–stress control are proposed, the target zone for roof drilling operations and the hydraulic fracturing engineering parameters are designed, and an experimental study on the collaborative control technology via hydraulic fracturing of the moderately low-positioned thick and hard sandstone is conducted. Results indicate that the thick and hard siltstone at the roof interval of 27–40 m is the key control stratum, and both the high-porosity development zone in the goaf and the high-permeability gas migration zone are distributed within 20–40 m above the coal seam. During fracturing operations, the pumping pressure ranges between 16.0 and 24.0 MPa. Hydraulic fracturing increases the borehole gas drainage concentration by 1.5–4.5 times and raises the net gas drainage volume by 1.4–2.3 times. The gas concentration in the upper corner is stabilized from a fluctuating range of 0.2%–1.0% before fracturing to a steady range of 0.5%–0.9%, with the average maximum concentration reduced by 0.15%. The gas concentration distribution curve exhibits significant stabilization characteristics, and the original increasing trend is eliminated. Furthermore, hydraulic fracturing reduces floor heave by 655 mm, decreases the deformation rate by 31.7% compared with that before fracturing, and lowers the total roof-to-floor convergence by 34.8%. These findings provide a theoretical basis and engineering reference for compound disaster management in coal mines with analogous geological conditions.

     

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