表8-1地下洞室开挖支护主要工程量表工程项目单 位永久工程临寸 工程合十弓水 系统地下厂房系统尾水f统小十主副 厂房电梯井主室母线洞出洞通风 系统运输 交通洞排水洞尾水检修 闸T室尾水 支同尾水 调室尾同石方洞挖3 m6987(53849(1459977003882042595165：1151540438106500185079 21331532830 1803584111680 191526石方井挖m9214(270423305620550)17192034470；!49634520,断层处理m67394398114093705582942117734906125865441216000170412喷砼C20母5415mmm36273627喷聚丙烯微纤维砼C20 歩15A200nmm7702783115372149170126702782421016697715109332199585141051410喷钢纤维砼CF30 & 150200nmm1880106218621382138挂钢筋网 6.520(X200mmt33.626161.31910.937.811.37.2421160276.11.42277.52砂浆锚杆22 L=4n根10415i 10415砂浆锚杆25 L=3-6m根9413990588686029630157085146492205388992654815砂浆锚杆28 L=4.59m根9045170826116451432298384320742236789123258砂浆锚杆32 L=6-sm根7109604278101596612912912216723621708砂浆锚杆36 L=9n根7502721301491472234304485718571树月脂锚杆36 L=9m根2335227133445445粘结锚索100kN丄=10.530m根394012653258258粘结锚索1800N丄=2A35m根8317930292292粘结锚索3000N丄=2A30m根375375375无粘结锚索180kN丄=2035m根542160702702无粘结锚索300kN丄=2030m根359359359格栅钢架制安t75.4106.4278459.831.5491.3钢支撑制安t64.137.620.480.351.596.2350.1350.1