摘要
针对某矿?980m水平巷道围岩变形量大,稳定性差,支护难度大等问题,采用岩层钻孔窥测仪及实验室力学实验,对巷道顶板岩层岩性、结构及裂隙分布情况进行研究,提出在原有锚喷支护的基础上,二次支护采用力全封闭多边形工钢支架对巷道进行支护。并通过建立数值计算模型,对巷道使用新型工钢支架前后围岩塑性区大小分别进行模拟对比,确定该新型支架支护方式的合理性。同时进行现场工业性试验,结果表明,采用该新型支架支护后,巷道变形量基本控制在50mm左右,在工程应用取得了较好的技术经济效果,对同类巷道的支护设计具有一定的借鉴意义。
Through analysis on the large deformation, poor stability and supporting difficulty of the sur-rounding rocks of ?980 m level roadway in a mine and using the rock detecting instrument and laboratory mechanical experiments, the lithology of the roof strata, the structure and fracture distribution of the level roadway are studied. Based on the original bolt-shotcrete support, the secondary support uses high resistance, fully-closed and polygonal steel brackets to support the roadway. And through the establishment of numerical model, plastic zone sizes of the surrounding rocks, before and after using the new steel brackets, are compared to determine the rationality of the support mode of new brackets. At the same time, results of site industrial test show that after using the new support, the roadway deformation has been controlled in about 50mm. And it achieves good technical and economic benefits in the engineering applications. The results have certain instructive meaning to support the design of the similar roadway.
出处
《矿山工程》
2016年第2期57-63,共7页
Mine Engineering
