表8-1地下洞室开挖支护主要工程量表工程工程永久工程临时工程合计引水系统地下厂房系统尾水系统小计主副厂房电梯井主变室母线洞出线洞通风系统运输交通洞排水洞尾水检修闸门室尾水支洞尾水调压室尾水洞石方洞挖m369870538490145997700388204259516571151514043810650018507921331532830180358411168019152石方井挖m392140270423305620550171920344708496345204断层处理m36739439811409370558294211773490612586544121600070412喷砼C20＝50～150mmm336273627喷聚丙烯微纤维砼C20＝150～200mmm37702783115372149170126702782421016697715109332199585141051410喷钢纤维砼CF30＝150～200mmm31880106218621382138挂钢筋网φ6.5@200×200mmt33.626161.31910.937.811.37.2421160276.11.42277.52砂浆锚杆Φ22L=4m根1041510415砂浆锚杆Φ25L=3～6m根941399058868602963015708514922053892654815砂浆锚杆Φ28L=4.5～9m根904517082611514322983843207422367123258砂浆锚杆Φ32L=6～9m根7109604278101596612912912216723621708砂浆锚杆Φ36L=9m根7502721301491472234304485718571树脂锚杆Φ36L=9m根2335227133445445粘结锚索1000kNL＝10.5~30m根394012653258258粘结锚索1800kNL＝20～35m根8317930292292粘结锚索3000kNL＝20～30m根375375375无粘结锚索1800kNL＝20~35m根542160702702无粘结锚索3000kNL＝20~30m根359359359格栅钢架制安t75.4106.4278459.831.5491.3钢支撑制安t.136.3.837.620.480.351.596.2350.1350.1
