近距离煤层被保护层开采冲击危险区治理技术研究
Treatment technology for rock burst hazard zones in protected seam mining under close-distance coal seams
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摘要: 为降低近距离上保护层开采后遗留煤柱形成的应力集中区域发生冲击地压的风险,以济宁三号煤矿183下06工作面为工程背景,开展相似材料模拟试验,研究了保护层开采过程中覆岩运动规律、3上煤层遗留煤柱应力影响范围,以及被保护层开采超前支承应力分布特征。研究结果表明:3上煤层应力集中区域主要分布于工作面终采线前方6~38 m及开切眼后方2~40 m范围内;3下煤层进入3上煤层采空区时,顶板应力呈现“应力升高—应力释放—应力恢复”的特征,在3上煤层遗留煤柱影响范围内,各测点应力水平均高于原岩应力,并随开采扰动应力呈上升趋势,当工作面推进至距应力测点前方4~14 m时,应力达到峰值,且靠近3上煤层开切眼的测点应力集中系数更高;随着工作面进一步推进,测点应力呈下降趋势,并在工作面推进过应力测点6~10 m时降至谷值,此后,采空区逐渐被压实,测点应力水平逐步恢复至原岩应力。提出了应力集中区域卸压方案,包括大直径钻孔卸压和爆破断顶卸压。现场监测结果表明,应力集中区域卸压方案卸压效果较好,能够保证工作面安全回采。Abstract: To mitigate the risk of rock burst in stress concentration zones induced by residual coal pillars after the extraction of the upper protective seam in close-distance coal seams,this study takes the No. 183 lower 06 working face of Jining No. 3 Coal Mine as the engineering background. A similar material simulation test was conducted to systematically investigate the overburden movement law during protective seam extraction,the stress influence range of residual coal pillars in the No. 3 upper coal seam,and the distribution characteristics of advance abutment stress during protected seam mining. The results show that the stress concentration zones of the No. 3 upper coal seam are mainly distributed within 6-38 m ahead of the working face stop line and 2-40 m behind the open-off cut. As the ming of No. 3 lower coal seam advances into the goaf of the No. 3 upper coal seam, the roof stress exhibits a three-stage pattern of “stress increase-stress release-stress recovery”. During the stress increase stage,the measuring points are within the influence range of the residual coal pillars of the upper coal seam,with stress levels higher than the in-situ stress and showing a gradual upward trend with mining disturbance. When the working face advances to about 4-14 m ahead of the stress monitoring point,the stress reaches its peak value,and the stress concentration coefficient is higher at points closer to the open-off cut of the No. 3 upper coal seam. As the working face continues to advance,the measured stress shows a downward trend and reaches its minimum value at 6-10 m after the working face passes the monitoring point. Thereafter,the goaf is gradually compacted, and the stress level progressively recovers to the in-situ stress. Pressure relief schemes for the stress concentration zones are proposed, including large-diameter borehole pressure relief and blasting roof cutting pressure relief. Field monitoring results demonstrate that the pressure relief schemes in the stress concentration zones achieve satisfactory effects and ensure the safe extraction of the working face.
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