CAJ | 학술논문

-1100 m水平转载仓位于-1100 m皮带暗斜井及-1100 m转载巷交岔处,上缩口始于-1100 m皮带暗斜井,下口位于-1100 m转载巷,若采用倾斜煤仓,下缩口将距-1100 m转载巷端头2 m,转载皮带安装空间不足,若采用垂直煤仓,下缩口将位于转载巷与通道的交岔点处.为降低-1100 m转载仓施工难度、提高交岔点处施工强度,在交岔点处构筑一体化承重墙,强化煤仓下缩口处支护设计,保证了大断面垂直煤仓的承载能力和服务年限.
-1100 m수평전재창위우-1100 m피대암사정급-1100 m전재항교차처,상축구시우-1100 m피대암사정,하구위우-1100 m전재항,약채용경사매창,하축구장거-1100 m전재항단두2 m,전재피대안장공간불족,약채용수직매창,하축구장위우전재항여통도적교차점처.위강저-1100 m전재창시공난도、제고교차점처시공강도,재교차점처구축일체화승중장,강화매창하축구처지호설계,보증료대단면수직매창적승재능력화복무년한.
-1100m level transfer bunker is located in the intersection of-1100m belt blind incline shaft and-1100m transshipment roadway, upper opening began-1100m belt blind incline shaft, the below is located in-1100m transshipment roadway. If using incline coal bunker, the distance between the below opening and-1100m transshipment roadway is 2m, the space to install reproduced belt is insufficient, if taken using vertical coal bunker, the below opening is located in the intersection of-1100m belt blind incline shaft and-1100m transshipment roadway, to reduce-1100m level transfer bunker construction difficulty, improve the construction strength of the intersection, by constructed the integrated load-bearing walls in the intersection, strengthen the supporting of the below opening, which ensure the bearing ability and service life of large section of vertical coal bunker.