序号123456710111213141516区域A塔楼(西)-电梯井A塔楼(西)-核心筒内A塔楼(西)-核心筒外A塔楼(东)-电梯井A塔楼(东)-核心筒内A塔楼(东)-核心筒外A塔楼(北)-核心筒外B塔楼-电梯井B塔楼-核心筒内B塔楼-核心筒外C塔楼-电梯井C塔楼-核心筒内C塔楼-核心筒外D塔楼-电梯井D塔楼-核心筒内D塔楼-核心筒外工段代号长度L(m)宽度W(m)厚度H(mm)2200220015002200220015001500220022001500220022001500220022001500面积S(m2)277.7221401399.34145.651453.6311822.23223.913.781102.46146.51349.871685.78124.731310.411901.29A1A2A3A4A5B1B2C1C2D1D21712017016901103022100601062159518016182010141016528225282212体积V(m3)610.9846807.01320.434976.99633.392.585050.01322.305219.71274.415734.84浇筑步宽计算=245/(16*2.2)=6.9=245/(18*2.2)=6.1步宽浇筑强度单泵平均输泵数需泵数量选择(m3/h)出量(m3/h)选择0.415.015.140.85.0116.776.37.979.3.723.012.284.260.18.073.692.06.871.5103.740.840.840.840.840.840.840.840.840.840.840.840.840.840.840.82.91.90.21.91.60.60.32.11.50.21.82.30.21.82.53131131313=245/(8*1.5)=20.410.0=245/(9*2.2)=12.310.0=245/(20*2.2)=5.55.0=245/(10*1.5)=16.310.0=245/(14*1.5)=11.610.0=245/(10*2.2)=11.110.0=245/(16*2.2)=6.9=245/(52*1.5)=3.1=245/(22*2.2)=5=245/(52*1.5)=3.1=245/(22*2.2)=55.05.05.05.05.0=245/(8*2.2)=13.910.0=245/(8*2.2)=13.910.0=245/(12*1.5)=13.610.0浇筑时间1556841161241843747
