深井地垒构造区高应力孤立煤体冲击机理与防治研究

    Study on rock burst mechanism and prevention of high-stress isolated coal body in deep well horst structure zones

    • 摘要: 为明确地垒切割条件下缩面孤立煤体冲击地压机理,以赵楼煤矿7302工作面地垒切割条件下缩面孤立煤体合理缩面位置的确定为工程背景,采用现场实测、数值模拟、理论分析等研究手段,研究了深井地垒构造内高应力孤立煤体的冲击机理,确定了孤立煤体的合理倾向长度,提出了针对性的防治技术。结果表明:地垒构造、缩面孤立煤体倾向长度和工作面推采距离为缩面孤立煤体的应力集中程度的主控因素,其中地垒构造对缩面孤立煤体应力集中的影响由近及远逐步降低,缩面孤立煤体倾向长度与缩面孤立煤体应力集中程度呈负相关关系,工作面推采距离与缩面孤立煤体应力集中程度呈正相关关系。基于地垒切割条件下缩面孤立煤体承载应力量化方法,视觉化呈现了不同条件下缩面孤立煤体的承载应力,推导了缩面孤立煤体失稳工程判据,揭示了深井地垒构造区高应力孤立煤体冲击机理:随着孤立煤体倾向长度的缩短,转移应力与自重应力的叠加峰值区域进入构造应力影响范围,导致叠加后的应力总和不断增大,当应力总和增大至煤体承受极限时即发生整体失稳型冲击地压。综上,针对性提出了地垒构造内缩面孤立煤体的冲击地压防治技术,确定了地垒切割条件下缩面孤立煤体的倾向长度为110 m,保证了7302工作面的安全回采。

       

      Abstract: To reveal the mechanism of rock burst in face-reduced isolated coal body under horst cutting conditions, taking the determination of the reasonable face-reduced position of face-reduced isolated coal body under horst cutting conditions in the 7302 working face of Zhaolou Coal Mine as the engineering background, this study adopted research methods including field measurement, numerical simulation and theoretical analysis to investigate the rock burst mechanism of high-stress isolated coal body in deep well horst structures, determine the reasonable dip length of isolated coal body, and propose targeted prevention and control technologies. The results show that: the horst structure, dip length of face-reduced isolated coal body, and working face advance distance are the dominant factors affecting the stress concentration degree of face-reduced isolated coal body, among them, the influence of horst structure on the stress concentration of face-reduced isolated coal body decreases gradually from near to far, and the dip length of face-reduced isolated coal body is negatively correlated with its stress concentration degree, while the working face advance distance is positively correlated with the stress concentration degree of face-reduced isolated coal body. Based on a quantitative method for the bearing stress of face-reduced isolated coal body under horst cutting conditions, the bearing stress of face-reduced isolated coal body under different conditions was visually presented, and the engineering criterion for the instability of face-reduced isolated coal body was derived, and the rock burst mechanism of high-stress isolated coal body in deep well horst structure areas was revealed: with the decrease of the dip length of isolated coal body, the superimposed peak area of transferred stress and self-weight stress enters the influence range of tectonic stress, resulting in a continuous increase in the total superimposed stress, when the total stress increases to the bearing limit of coal body, overall instability-type rock burst occurs. In summary, targeted rock burst prevention and control technologies for face-reduced isolated coal body in horst structures were propesed, and the dip length of face-reduced isolated coal body under horst cutting conditions was determined to be 110 m, which ensured the safe mining of the 7302 working face.

       

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