基于锚固结构低损伤效应的煤体钻孔卸压技术实践

Application of drilling pressure relief technology of coal masses based on low-damage effect on anchoring structures

  • 摘要:
    目的 近年来,随着矿产资源开采活动日益向地球深部扩展,深部高应力导致围岩大变形已然成为亟需解决的重大问题,掌握钻孔卸压技术,可以有效降低巷道煤壁应力集中的问题,为深部开采围岩稳定性控制提供重要技术支撑。钻孔卸压技术是解决煤体高应力集中,防止强矿压显现的重要手段之一。针对某矿130607工作面煤体应力赋存环境复杂,原岩应力大,钻孔卸压诱发锚固结构破坏、支护困难、围岩变形量大等问题。
    方法 基于1702#地质钻孔数据,通过理论分析与数值模拟,提出了钻孔卸压对锚固结构损伤效应以及大直径钻孔参数,并在130607工作面现场进行了实践。
    结果和结论 监测结果表明,围岩应力峰值降低了27.97%~28.65%,巷道围岩变形得到了有效控制,应用效果良好,研究成果具有广阔的工程推广价值。

     

    Abstract: In recent years, with the mining activities of mineral resources increasingly spreading to the deep part of the earth, the large deformation of surrounding rock caused by high stress in the deep part has become a major problem to be solved urgently. Mastering the drilling pressure relief technology can effectively reduce the stress concentration of roadway coal wall and provide important technical support for the stability control of surrounding rock in deep mining. Drilling pressure relief technology is one of the important means to solve the high stress concentration of coal body and prevent the occurrence of strong ground pressure. In this paper, the stress occurrence environment of coal body in 130607 working face of a mine is complex, the original rock stress is large, the anchor structure is damaged by drilling pressure relief, the support is difficult, and the surrounding rock deformation is large. Based on the data of 1702# geological borehole, the damage effect of drilling pressure relief on anchorage structure is put forward through theoretical analysis and numerical simulation. The parameters of large diameter drilling are put forward and practiced in 130607 working face.The monitoring results show that the peak stress of surrounding rock is reduced by 27.97% ~ 28.65%, the deformation of surrounding rock of roadway is effectively controlled.

     

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