锚杆锚索联合支护应用研究  

Application of Combined Anchor Rod and Anchor Cable Support

作　　者：周玮 Zhou Wei(Shanxi Coking Coal Xishan Coal Power Xiqu Mine,Taiyuan Shanxi 030000)

机构地区：[1]山西焦煤西山煤电西曲矿,山西太原030000

出　　处：《机械管理开发》2021年第11期75-77,共3页Mechanical Management and Development

摘　　要：为了降低巷道围岩变形程度,利用数值模拟软件对锚杆锚索联合支护进行研究分析。通过对不同锚杆预紧力及不同锚索预应力下巷道顶板变形量及垂直应力进行研究,选定最佳的锚杆预应力为60~80 k N、最佳的锚索预应力为200 k N,并通过现场实践验证了研究的可行性,为巷道围岩控制提供参考。In order to reduce the degree of deformation of the roadway surrounding rock,numerical simulation software was used to study and analyze the combined anchor rod and anchor cable support.By studying the deformation and vertical stress of the roadway roof under different anchor preload and different anchor cable preload,the best anchor preload is 60-80 kN and the best anchor cable preload is 200 kN,and the feasibility of the study is verified by field practice,which provides reference for the control of the roadway surrounding rock.

关 键 词：锚杆 锚索 围岩控制 巷道变形 联合支护 

分 类 号：TD353[矿业工程—矿井建设]