管壁注浆(自动计算每段注浆量)

桩号15+394.415+42115+450.215+48015+54015+60015+75015+78015+84015+895.115+920.115+96016+097.614+14016+20016+27016+32016+380井号Wc2Wc4Wc5Wc6Wc7Wc8Wc9Wc10Wc11Wc12Wc13Wc14Wc15Wc16Wc17Wc18Wc19Wc20工作井外径7.87.8段长管径净长33242454544m一个孔孔数每米注浆量全段注浆量38.50.87.655.455.5513.07513.0596714140.630.810.80.4080.81102119192244303.81111307.8603.8607.87.8303.80.80.80.81124544920345.5513.07511.654.5758.171413690.650.670.3840.9320.8130.80163619291728607.8555.8253.8407.87.8423.81137548.6513.0510140.4081534607.803.8507.811445210.5512.5512140.4080.40801821607.8支线井15+48015+60015+75015+84015+96016+20016+32016+380Wc6-2Wc8-2Wc9-2Wc11-2Wc14-2Wc17-2Wc19-2Wc20-24.84.84.84.83.14442221222222222222110.80.8111118171818191818183.8753.6253.8753.8754.34.0754.0754.075555555550.810.820.680.640.80.80.4080.40814141211151577452.99771000管每米注浆量上限

0.822

完成

下限

0.587

800管每米注浆量上限

0.689

下限

0.489

水磨钻

0.408

完成完成

钢管内钢管外

前面半水墨钻

完成