CAJ | 학술논문

口孜东矿北翼轨道石门尾段埋深大，压力大，掘进后采用“锚架注”支护，变形破坏严重；采用同样的支护形式修复后，仍然变形破坏。为此，对“锚网索喷”＋钢管混凝土支架支护进行了研究和应用，取得了成功。巷道支护后，无明显变形，有效地控制了巷道变形破坏，技术经济效益明显。
구자동광북익궤도석문미단매심대，압력대，굴진후채용“묘가주”지호，변형파배엄중；채용동양적지호형식수복후，잉연변형파배。위차，대“묘망색분”＋강관혼응토지가지호진행료연구화응용，취득료성공。항도지호후，무명현변형，유효지공제료항도변형파배，기술경제효익명현。
An end section of a north wing railway cross—cut in East Kouzi Mine was high in depth and pressure. After a heading operation,a “bolt—liner—grouting” support was applied and the deformation failure was serious.With a same support mode applied to the roadway repair,the deformation failure was occurred again. Therefore a study and application on the support of the“bolt—steel mesh—anchor— shotcrete” + steel pipe concrete liner was conducted and a successful application was obtained. After the application,there was no obvious deformation occurred,the deformation failure of the mine road way was effectively controlled and the technical and economic benefit was obvious.