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1、表8-1 地下洞室开挖支护主要工程量表 工程项目单位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m36987053849014599770038820425951657115151404381065001850792133153283018035841116801915264石方井挖m392140270423305620550171920344708496345204断层处理m36739439811409370558294211773490612586544121600070412喷砼
2、C20，d50150mmm336273627喷聚丙烯微纤维砼C20，d150200mmm37702783115372149170126702782421016697715109332199585141051410喷钢纤维砼CF30，d150200mmm31880106218621382138挂钢筋网 6.5200200mmt33.626161.31910.937.811.37.2421160276.11.42277.52砂浆锚杆22，L=4m根1041510415砂浆锚杆25，L=36m根9413990588686029630157085146492205388992654815砂浆锚杆28，
3、L=4.59m根9045170826116451432298384320742236789123258砂浆锚杆32，L=69m根7109604278101596612912912216723621708砂浆锚杆36，L=9m根7502721301491472234304485718571树脂锚杆36，L=9m根2335227133445445粘结锚索 1000kN，L10.530m根394012653258258粘结锚索 1800kN，L2035m根8317930292292粘结锚索 3000kN，L2030m根375375375无粘结锚索1800kN，L2035m根542160702702无粘结锚索3000kN，L2030m根359359359格栅钢架制安t75.4106.4278459.831.5491.3钢支撑制安t64.136.3.837.620.480.351.596.2350.1350.1