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作 者:左泽云 Zuo Zeyun(Jinneng Holding Coal Group Hongtai Mining Engineering Construction Datong Co.,Ltd.,Datong Shanxi 037000)
机构地区:[1]晋能控股煤业集团宏泰矿山工程建设大同有限公司,山西大同037000
出 处:《机械管理开发》2023年第2期266-268,共3页Mechanical Management and Development
摘 要:为了解决掘进过程中顶板下沉量大的问题,以马道头煤矿为研究对象,对顶板支护进行一定的研究,利用数值模拟软件对无支护条件下巷道围岩应力位移情况进行分析,根据模拟结果给出三种支护方案,对比三种支护方案,发现方案二下巷道顶板下沉量最小,所以对方案二进行应用分析,发现经过对顶板支护的优化不仅可以改变顶板的受力情况,同时可以降低两帮移近量。In order to solve the problem of large roof subsidence during tunneling,this paper takes madoitou coal mine as the research background to study the roof support,analyzes the stress and displacement of roadway surrounding rock under the condition of no support by using the numerical simulation software,gives three support schemes according to the simulation results,compares the three support schemes,and finds that the roof subsidence of roadway under scheme two is the smallest,so the application analysis of scheme two is carried out.It is found that the optimization of roof support can not only change the stress of roof,but also reduce the displacement of two sides.
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