摘要
塔拉壕煤矿2-#煤层西翼辅运大巷埋深134 m,顶板为泥岩和粉砂岩,岩性较弱,巷道支护困难。通过数值模拟对比矩形断面巷道与直墙拱形断面巷道的顶板破坏范围及特点,确定西翼辅运大巷采用矩形断面,给出了巷道的合理支护参数。
The buried depth of the auxiliary transport roadway in the west of No.2 seam in Talahao Coal Mine was 134 m,and the roof was composed of mudstone and siltstone,whose lithology was weak,and the roadway supporting was difficult.The roof destruction range and characteristics of rectangular cross-section roadway and those of arched cross-section roadway with vertical walls were compared by numerical simulation,which selected the rectangular crosssection as the cross-section form of the auxiliary transport roadway,and the reasonable supporting parameters of the roadway were worked out.
出处
《中国煤炭》
北大核心
2016年第4期53-56,85,共5页
China Coal
关键词
软岩巷道
断面形式
数值模拟
巷道支护
支护参数
soft rock roadway
cross-section form
numerical simulation
roadway support
supporting parameters