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高应力动压巷道围岩冲击破坏机理与防治技术研究

Study on the rock burst failure mechanism and prevention technology of surrounding rock in dynamic pressurized roadway under high stress

  • 摘要: 以宝积山煤矿705工作面沿空侧回风平巷为工程背景,采用现场调研、理论分析、电镜扫描、数值模拟和现场工业性试验等相结合的研究方法,对水射流钻割冲孔防治冲击地压技术进行了研究。结果表明:水射流以基本段射流对孔壁的钻割为主,冲孔后孔壁周围塑性区内煤体裂隙十分发育;冲孔期间钻头沿钻孔轴向连续式运动,所形成的柱体状冲孔空间能够实现对煤体的卸让压增透效果,煤体内会重新形成应力峰值并呈“内低外高”的“双峰值”应力曲线;冲孔直径为420 mm、两相邻钻孔之间中心距为5 m、冲孔段长度取10 m时卸让压增透效果最佳。现场工业性试验期间,电磁辐射和瓦斯流量衰减监测数据验证了该冲孔防冲技术的有效可行性。

     

    Abstract: Taking the gob side return airway of 705 working face in Baojishan Coal Mine as the engineering background, through the research methods of field investigation, theoretical analysis, electron microscope scanning, numerical simulation and field industrial test, the technology of drilling cutting and punching with water jet to prevent rock burst was studied.The results show that:the water jet mainly drills and cuts the hole wall by the basic section water jet, and the coal cracks are very developed in the plastic zone around the hole wall after punching; the drill bit moves continuously along the axial direction of the borehole during the punching process, and the columnar punching space formed can achieve the effect of pressure relief and antireflection for coal mass, and the "double peak value" stress curve with peak value of "low inside and high outside" will be formed again in coal mass; when the punching diameter is 420 mm, the center distance between two adjacent boreholes is 5 m, and the length of punching section is 10 m, the effect of pressure relief and antireflection is the best. During the field industrial test, the monitoring data of electromagnetic radiation and gas flow attenuation verify the effectiveness and feasibility of this technology.

     

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