水力切顶卸压技术在察哈素煤矿应用研究

Application of hydraulic roof-cutting pressure relief technology in Chahasu Coal Mine

  • 摘要: 【目的及方法】察哈素煤矿31319综采工作面回采后顶板形成大面积悬顶结构,悬臂梁较长难以垮落,产生叠加效应致使悬臂梁失稳发生断裂,严重威胁煤矿安全生产。鉴于此,在察哈素煤矿31319综采工作面胶运顺槽煤柱侧开展水力压裂技术研究,并进行了现场工业试验与数值模拟研究。【结果】结果表明,水力压裂技术对弱化顶板强度具有良好的效果,对顶板采取水力压裂后,预裂产生的切缝破坏了顶板的完整性,切断了顶板之间的应力传递路径,在工作面采动影响下实现了顶板周期性有序垮落。【结论】数值模拟结果显示,预裂切顶后切断了顶板之间的联络,工作面顶板能够及时垮落;煤柱应力峰值明显降低,由28.7 MPa降低到21.3 MPa,证明了水力压裂对弱化顶板强度的有效性。

     

    Abstract: Large-scale suspension structure is formed after mining of 31319 fully mechanized working face of Cahasu Coal Mine.The cantilever beam is longer and difficult to collapse, which produces a superposition effect to cause the cantilever beam to break and severely threaten the safety of coal mines.The research on hydraulic fracturing technology was carried out on the coal pillar side of 31319 fully mechanized working face, and on-site industrial test and numerical simulation were conducted.The results show that hydraulic fracturing technology has a good effect on weakening the strength of the roof.After the hydraulic fracturing is taken, seams generated by the pre-split destroys the integrity of roof, and cuts off the stress transmission path between roofs.Under the impact of mining in the working face, the periodic and orderly collapse of roof is achieved.The numerical simulation results show that the pre-spliting roof cutting is cut off the connection between the roofs, the roof of the working surface can be collapsed in time, and the peak stress value of the coal pillar is significantly reduced from 28.7 MPa to 21.3 MPa, which proves that weakening the strength of the roof by hydraulic fracturing is effective.

     

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