复合顶板煤巷帮顶同治强化围岩支护原理及应用  

Strengthening Surrounding Rock Supporting Principle of Roadside and Roof Governing Coordinately and Its Application to Weak Compound Roof Coal Roadway

作　　者：赵一超[1,2] 高明仕[1,2] 刘昂[1,2] 

机构地区：[1]中国矿业大学矿业工程学院,江苏徐州221116 [2]深部煤炭资源开采教育部重点实验室(中国矿业大学),江苏徐州221116

出　　处：《煤炭技术》2014年第9期118-120,共3页Coal Technology

基　　金：江苏高校优势学科建设工程资助项目(PAPD);教育部科学技术研究重点项目资助(109075)

摘　　要：分析了复合顶板巷道的破坏特征,建立了复合顶板巷道破坏的力学模型并研究了巷道破坏机理,此类巷道顶板的最大应力位置为巷道肩角或顶板中间。基于复合顶板巷道的破坏机理,提出了软弱复合顶板煤巷帮顶同治强化围岩支护原理。The failure characteristics of compound roof and its failure mechanism was analysed,the mechanical model of compound roof＇s failure was established.The location of maximum stress in compound roof is the humeral angle or in-between position of the roof.Based on the failure mechanism of the compound roof roadway,strengthening surrounding rock supporting principle of roadside and roof governing coordinately was proposed.

关 键 词：复合顶板 煤巷 帮顶同治 破坏机理 工程应用 

分 类 号：TD353[矿业工程—矿井建设]