深部软岩巷道围岩变形规律及稳定性控制技术

    Deformation Laws of Surrounding Rock and Stability Control Technology of Deep Soft Rock Roadway

    • 摘要: 以某矿IV621风巷为研究对象,采用现场调研、数值模拟和工程实践相结合的研究手段,对深部软岩巷道的变形机理及控制方案进行了分析,确定了该风巷的最佳支护方案,并应用于现场。结果揭示了破碎软岩巷道掘进期间巷道表面及巷道深部围岩移近量的时间效应;分析了锚杆支护、锚索支护和联合支护在控制围岩变形量的情况;现场实践中,巷道顶底板移近量缩小至95 mm以内,两帮移近量缩小至100 mm,符合煤矿安全生产的需要。

       

      Abstract: Taking IV621 airway as the research object, we researched deformation laws of surrounding rock and stability control of deep soft rock roadway and applied to the field by combining methods of site investigation, numerical simulation, and engineering practice. The results show the time effect of the surrounding rock displacement of roadway surface and deep roadway during excavating tunnel, analyze deformation of the surrounding rock controlled by the anchor support, anchor cable support and joint support. The deformation of roof and floor of roadway within 95 mm and deformation amount of two walls within 100 mm in filed practice can meet the requirements of coal mine safety production.

       

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