人工挖孔桩工程量计算软件
d上h上筒 V1 (m3) D下h圆台 V2 (m3) h下筒 V3 (m3) h球缺 V4 (m3) hry RYV1 (m3) D 上 hry RYV 2 (m3) hry RYV 3 (m3) hryDry RYV4 (m3) 总开挖 量(m3) 其中：入 岩量(m3) 18/E 1 0.804.852.441.500.900.960.300.530.150.130.000.800.900.960.300.530.15 0.150.004.071.50 210/A 1 0.93.952.511.60.500.630.51.010.150.150.000.900.500.63 0.51.010.15 0.150.004.301.64 36/E 1 0.84.252.141.50.700.750.50.880.150.130.000.800.700.750.500.880.15 0.150.003.901.64 48/A 1 0.8 4 2.011.50.500.540.50.880.150.130.000.800.500.540.500.880.15 0.150.003.561.42 512/E 1 0.85.152.591.30.800.710.50.660.150.100.000.800.600.530.500.660.15 0.150.004.061.20 612/A 1 0.85.252.641.51.201.280.50.880.150.130.000.801.201.280.500.880.15 0.150.004.942.17 78/D 1 0.94.552.891.60.801.010.51.010.150.150.000.900.801.010.501.010.15 0.150.005.062.02 86/C 1 0.85.252.641.61.001.170.51.010.150.150.000.801.001.170.501.010.15 0.150.004.972.18 96/D 1 0.94.552.891.61.001.260.51.010.150.150.000.901.001.260.501.010.15 0.150.005.312.27 10 10/E 1 0.83.951.991.60.500.590.51.010.150.150.000.800.500.590.501.010.15 0.150.003.731.59 11 8/C 1 0.84.652.341.60.800.940.51.010.150.150.000.800.800.940.501.010.15 0.150.004.431.95 12 10/C 114.253.341.80.701.110.51.270.150.190.001.000.701.110.501.270.15 0.150.005.912.38 13 6/A 1 0.84.252.141.50.700.750.50.880.150.130.000.800.700.750.500.880.15 0.150.003.901.64 14 10/D 113.953.101.80.500.790.51.270.150.190.001.000.500.790.501.270.15 0.150.005.362.07 15 1/E 1 0.8 2.4 1.211.51.241.330.50.880.150.130.000.801.241.330.500.880.15 0.150.003.552.21 16 5/E 1 0.81.850.931.31.000.880.30.400.150.100.55 0.281.001.101.150.300.400.15 0.150.002.311.83 17 2/D 1 1.22.252.5420.801.640.30.940.150.242.25 2.541.200.801.640.300.940.15 0.150.005.375.13 18 2/E 1 0.92.251.431.70.801.100.30.680.150.172.25 1.430.900.801.100.300.680.15 0.150.003.383.21 19 4/D 112.451.921.81.001.580.30.760.150.192.45 1.921.001.001.580.300.760.15 0.150.004.464.27 20 4/A 1 0.82.251.131.60.800.940.30.600.150.1500.000.800.800.940.300.600.15 0.150.002.831.54 21 4/E 1 0.81.650.831.61.001.170.30.600.150.1500.000.801.001.170.300.600.15 0.150.002.761.78 22 1/D 1 0.92.351.501.60.700.880.30.600.150.1500.000.900.700.880.300.600.15 0.150.003.131.49 23 5/D 1 0.81.850.931.31.000.880.30.400.150.1000.000.801.000.880.300.400.15 0.150.002.311.28 24 1/B 1 0.82.151.081.50.500.540.30.530.150.131.20.600.800.500.540.300.530.15 0.150.002.281.67 只 数 上筒入岩/只圆台入岩/只 下筒入岩/只 工程量（m3) 球缺入岩/只 工程名称：三穗县中医院住院楼 人工挖孔桩土(石)方工程量计算表 圆 台/只下部圆筒/只 球 缺/只 序 号 轴线 上部圆筒/只 制表、计算人：郑怀东 校对人: zhd 2013-7-17第1页 只m3m3 d上 h上筒 V1 (m3)D下 h圆台 V2 (m3) h下筒 V3 (m3) h球缺 V4 (m3) hry RYV1 (m3)D上hry RYV 2 (m3) hry RYV 3 (m3) hryDry RYV4 (m3) 总开 挖量 (m3) 其中： 入岩量 ( m3) 25 2/A 1 0.80 2.15 1.08 1.60 0.50 0.590.30 0.60 0.15 0.15 1.20 0.600.800.50 0.59 0.30 0.600.15 0.150.00 2.421.80 26 1/A10.8 2.251.131.5 0.50 0.54 0.3 0.530.15 0.13 1.20 0.600.800.50 0.54 0.3 0.53 0.15 0.150.00 2.331.67 27 2/B 11 2.05 1.611.8 0.80 1.27 0.3 0.760.15 0.1910.791.00 0.80 1.27 0.30 0.76 0.15 0.150.00 3.832.82 28 4/C 11 2.351.85 1.8 0.80 1.27 0.3 0.7
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