复杂应力区精准探测与分段分层充填开采技术研究

Research on precise detection of complex stress zones and segmented and layered backfilling mining techniques

  • 摘要: 整合矿井剩余煤炭资源回采过程中,原遗留空巷与小窑开采破坏区具有空间形态不规则、边界资料缺失、顶板结构破碎和应力环境复杂等特征,其空腔形态、内部破坏状态及与工作面巷道的空间关系具有较强隐蔽性,易诱发工作面过空区期间顶板突垮、支架失稳和推进受阻等问题。针对遗留空巷与小窑开采破坏区空间结构难以精准探明、治理方式缺乏针对性和复采安全保障难度大的问题,以车家庄煤矿13204综放工作面为工程背景,研发了集视频成像、激光测距与云台姿态控制于一体的大空间窥探感知设备,构建了物探、钻探、窥探和化探多源协同探测体系,提出了空巷完全充填与小窑开采破坏区分层充填相结合的分段分层充填复采技术,并通过理论计算、数值模拟和现场监测对关键充填参数及工程应用效果进行了验证。结果表明:研发的大空间窥探感知设备可在人员不可进入的隐伏空腔内同步获取视频图像与距离数据,设备进入空腔区域后可展开工作并完成多角度扫描,通过多次空腔断面拟合,可重构小窑开采破坏区整体轮廓,为空巷及小窑开采破坏区的位置、形态、边界和空间参数识别提供实测依据。13204工作面探测与回采揭露表明,工作面内共分布有小窑开采破坏区11处、空巷27条,空巷累计长度约2 000 m、空腔体积约9 600 m3;空巷与巷道存在贯通或擦透关系,小窑开采破坏区局部形成超采高挑空和垮落碎石堆积,对顶板破断位置、支架稳定性和工作面连续推进具有显著影响。基于空巷与小窑开采破坏区的空间结构差异,提出分区充填治理方案,即对空巷群采用封堵、注浆和完全充填方式实现结构补强,确定空巷充填体临界强度为2.23 MPa;对小窑开采破坏区采用分层充填方式改善破碎区顶板承载条件,确定临界充填高度为7 m。充填后充填体与周围煤岩体形成协同承载结构,空巷及小窑开采破坏区周围高应力集中程度降低,围岩应力分布趋于均衡。现场应用表明,13204工作面通过空巷及小窑开采破坏区期间支架工作阻力整体平稳,未发生冒顶、压架和大面积来压等强矿压显现,累计安全增产煤量105.6×104 t。研究成果形成了精准探明、分区治理和安全开采的一体化技术路径,可为同类小窑开采遗留空巷−小窑开采破坏区剩余煤资源安全回收提供参考。

     

    Abstract: During the process of reclaiming residual coal resources in integrated mines, the existing abandoned adits and areas damaged by small-scale mining operations are characterized by irregular spatial configurations, missing boundary data, fractured roof structures, and complex stress environments. The morphology of these cavities, their internal damage conditions, and their spatial relationships with the working face roadways are highly concealed, making them prone to triggering sudden roof collapses, support instability, and advancement obstructions when the working face passes through these areas. To address the difficulty in accurately identifying the spatial structures of abandoned roadways and small-scale mining-damaged zones, the lack of targeted remediation methods, and the difficulty in ensuring safety during re-mining, a large-space visual inspection and sensing device integrating video imaging, laser ranging, and pan-tilt attitude control was developed using the 13204 fully mechanized top-coal caving face at Chejiazhuang Coal Mine as the engineering background. A multi-source collaborative detection system combining geophysical exploration, drilling, inspection, and geochemical exploration. A segmented and layered backfilling technique for re-mining was proposed, combining the complete backfilling of abandoned drifts with the layered backfilling of areas damaged by small-scale mining. Key backfilling parameters and the effectiveness of the engineering application were verified through theoretical calculations, numerical simulations, and on-site monitoring. The results indicate that the developed large-space inspection and sensing device can simultaneously acquire video images and distance data within hidden cavities inaccessible to personnel. Once the device enters a cavity, it can commence operations and perform multi-angle scans. Through repeated fitting of cavity cross-sections, the device can reconstruct the overall contour of small-shaft mining damage zones, providing empirical evidence for identifying the location, morphology, boundaries, and spatial parameters of empty drifts and small-shaft mining damage zones. Survey and mining operations at the 13204 working face revealed a total of 11 small-scale mining damage zones and 27 abandoned adits within the working face, with a cumulative length of approximately 2,000 m and a total cavity volume of approximately 9,600 m3. The abandoned drifts and mine tunnels are interconnected or intersect. In some areas of the small-scale mining damage zones, over-mined high voids and accumulations of collapsed rock have formed, which significantly affect the location of roof fractures, the stability of the support structures, and the continuous advancement of the working face. Based on the differences in the spatial structures of the abandoned drifts and the small-scale mining-damaged areas, a zoned backfilling remediation plan was proposed: for clusters of abandoned drifts, structural reinforcement was achieved through sealing, grouting, and complete backfilling, with the critical strength of the backfill material determined to be 2.23 MPa. For the small-scale mining-damaged areas, layered backfilling was employed to improve the load-bearing conditions of the roof in the fractured zones, with the critical backfill height determined to be 7 m. After backfilling, the backfill material and the surrounding coal and rock mass formed a synergistic load-bearing structure, reducing high stress concentrations around the abandoned tunnels and small-scale mining-damaged zones and leading to a more balanced stress distribution in the surrounding rock mass. Field application demonstrated that during the 13204 working face’s passage through the empty drift and the small-scale mine-damaged zone, support resistance remained generally stable, with no occurrence of severe mining pressure phenomena such as roof collapse, support crushing, or large-scale pressure surges; the operation achieved a cumulative safe increase in coal production of 105.6×104 t. The research findings form an integrated technical pathway for precise identification, zoned remediation, and safe mining, which can provide a reference for the safe recovery of residual coal resources in similar abandoned roadways and small-scale mining-damaged zones left by small-scale mining operations.

     

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