5.3水下灌注记录公式

顺利2-8#,,,,,,,,,,,,,,

时间,总孔深,基准面到砼顶面高,砼浇注厚度,导管总长,基准面至导管顶面高度,,导管埋深,,拆管长度,备注,,每层厚度,基准面到砼顶面高,砼浇注厚度

,,,,,拆管前/后,,拆管前/后,,,,,,,

,1,2,3,4,5,,6=4-2-5,,,,,,,

,28.46,26.46,2.00,30,0.1,,,3.4,0,开始灌注,,2,26.46,2

,28.46,24.46,4.00,30,0.1,0.1,5.4,2.9,2.5,首批砼灌注完毕,,2,24.46,4

,28.46,21.46,7.00,27.5,0.1,0.1,5.9,3.4,2.5,,,3,21.46,7

,28.46,19.06,9.40,25,0.1,0.1,5.8,3.3,2.5,,,2.4,19.06,9.4

,28.46,16.56,11.90,22.5,0.1,0.1,5.8,3.3,2.5,,,2.5,16.56,11.9

,28.46,13.96,14.50,20,0.1,0.1,5.9,3.4,2.5,,,2.6,13.96,14.5

,28.46,11.56,16.90,17.5,0.1,0.1,5.8,3.3,2.5,,,2.4,11.56,16.9

,28.46,9.06,19.40,15,0.1,0.1,5.8,3.3,2.5,,,2.5,9.06,19.4

,28.46,6.56,21.90,12.5,0.1,0.1,5.8,3.3,2.5,,,2.5,6.56,21.9

,28.46,4.06,24.40,10,0.1,0.1,5.8,3.3,2.5,,,2.5,4.06,24.4

,28.46,1.56,26.90,7.5,0.1,0.1,5.8,2.3,3.5,完成灌注,,2.5,1.56,26.9

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护筒顶标高：,,1.836,,计算方量：,,21.1165,,,,,,,,

施工配合比：,,325：750：1020：187：7.9,,,,3.14,首批,,,,,,,

灌注前孔底标高：,,-26.584,,钢筋底面高程：,,-26.518,,,,,,,,

,,0.01,,清孔后孔底标高：,,-26.614,,,,,,,,

混泥土标高：,,-2.572,,,,,,,,,,,,

,,,,终孔标高：,-26.624,,,,,,,,,

灌注厚度：,,24.012,,,1.1,1,,,,,,,,

,,,,清孔后孔底标高：,,,沉淀层,0.03,,,,,,

钢筋长度：,6+6+6+6+2,23.952,,34,,,,,,,,,,

单面焊接：,,10*D,双面焊接：,,5*D,,,,,,,,,

,,,,,,,,,,可加高,4车,,,

,,,,,,0.785,27.005,21.198925,,,,,,

,,,,,,0.785,24.008,18.84628,1.15372,1.469707006,25.48,,,

,,,,,,0.785,24.036,18.86826,1.13174,1.441707006,25.48,,,

,,,,,,0.785,24.048,18.87768,1.12232,1.429707006,25.48,,,

,,,,,,0.785,24.048,18.87768,1.12232,1.429707006,25.48,,,

,,,,,,0.785,24.063,18.889455,1.110545,1.414707006,25.48,,,

,,,,,,0.785,24.494,19.22779,0.77221,0.983707006,25.48,,,

,,,,,,"2--3#---5节笼-