各涵洞钢筋计算表

第1页 共16页 涵涵洞洞墙墙身身钢钢筋筋工工程程量量计计算算书书 序号桩号涵长跨径交角a 交角弧 度 Hpdf 钢筋 编号 规格 直径 (mm) 单位重量 (kg/m) 单根长 (m) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 1K137+70477.624250.420.436340.550.9 12120.8885.0210365200.724.62 22120.8884.4510364610.204.09 31100.61777.541249614.965.93 41100.6171.9110361978.761.22 41100.6172.00948.040 51100.6170.9431142927.161.81 62120.8882.2810362362.082.1 62120.8882.45449.810.01 2K139+46777.884100.420.17453.980.60.9 12120.8885.0510405252.004.66 22120.8884.4310404607.204.09 31100.61777.81249647.205.95 41100.6171.9610402038.401.26 41100.6171.97523.950 51100.6170.9431322944.081.82 62120.8882.2810402371.202.11 62120.8882.30624.610 3K139+81837.183150.420.26183.50.30.9 12120.8884.274962117.921.88 22120.8883.954961959.201.74 31100.61737.11124155.202.56 41100.6171.66496823.360.51 41100.6171.69423.390 51100.6170.9413281248.320.77 62120.8882.284961130.881 62120.8882.33924.680 4K140+062.554.223200.420.34913.50.40.9 12120.8884.377243163.882.81 22120.8883.957242859.802.54 31100.61754.141126063.683.74 41100.6171.767241274.240.79 41100.6171.822814.570.01 51100.6170.9419361819.841.12 62120.8882.287241650.721.47 62120.8882.388819.100.02 5K140+34563.98550.420.087340.551.1 12120.8885.028544287.083.81 第2页 共16页 涵涵洞洞墙墙身身钢钢筋筋工工程程量量计计算算书书 序号桩号涵长跨径交角a 交角弧 度 Hpdf 钢筋 编号 规格 直径 (mm) 单位重量 (kg/m) 单根长 (m) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 22120.8884.458543800.303.37 31100.61763.91247923.604.89 41100.6172.318541972.741.22 41100.6172.31500.000 51100.6171.1425742934.361.81 62120.8882.688542288.722.03 62120.8882.68800.000 6K140+87473.534400.420.698140.50.9 12120.8884.979824880.544.33 22120.8884.459824369.903.88 31100.61773.451249107.805.62 41100.6171.869821826.521.13 41100.6172.1531021.530.01 51100.6170.9429522774.881.71 62120.8882.289822238.961.99 62120.8882.7931027.930.02 7K141+09660.134200.420.349140.50.9 12120.8884.978023985.943.54 22120.8884.458023568.903.17 31100.61760.051247446.204.59 41100.6171.868021491.720.92 41100.6171.922815.370.01 51100.6170.9424122267.281.4 62120.8882.288021828.561.62 62120.8882.388819.100.02 8K142+39081.114400.420.69813.380.520.75 12120.8884.3710824728.344.2 22120.8883.8310824144.063.68 31100.61781.031088751.245.4 41100.6171.5810821709.561.05 41100.6171.782814.250.01 51100.6170.7928962287.841.41 62120.8881.9810822142.361.9 62120.8882.401819.210.02 9K143+582.269.5450.420.08733.980.620.9 12120.8885.079284704.964.18 22120.8884.439284111.043.65 5K140+34563.98550.420.087340.551.1 第3页 共16页 涵涵洞洞墙墙身身钢钢筋筋工工程程量量计计算算书书 序号桩号涵长跨径交角a 交角弧 度 Hpdf 钢筋 编号 规格 直径 (mm) 单位重量 (kg/m) 单根长 (m) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 31100.61769.421248608.085.31 41100.6171.989281837.441.13 41100.6171.98400.000 51100.6170.9427902622.601.62 62120.8882.289282115.841.88 62120.8882.28600.000 10K143+82482.544300.420.523640.60.9 12120.8885.0711025587.144.96 22120.8884.4511024903.904.35 31100.61782.4612410225.046.31 41100.6171.9611022159.921.33 41100.6172.1091225.300.02 51100.6170.9433123113.281.92 62120.8882.2811022512.562.23 62120.8882.5401230.480.03 9K143+582.269.5450.420.08733.980.620.9 第4页 共16页 R235HRB335 总量 (kg) 备注 ( 图号) G=E*F 8.9610.8219.78 9.0310.8619.89 3.844.628.46 5.666.8412.5 7.929.2117.13 涵涵洞洞墙墙身身钢钢筋筋工工程程量量计计算算书书 第5页 共16页 R235HRB335 总量 (kg) 备注 ( 图号) G=E*F 8.4710.2218.69 6.928.3515.27 7.879.817.67 8.069.7117.77 7.929.2117.13 第6页 共16页 R235HRB335 总量 (kg) 备注 ( 图号) G=E*F 9.5811.5721.15 8.069.7117.77 第7页 共16页 涵涵洞洞基基础础钢钢筋筋工工程程量量计计算算书书 序号桩号涵长跨径交角基础厚度襟边 交角弧 度 墙身厚度 基础宽度 钢筋 编号 规格 直径 (mm) 单位重量 (kg/m) 单根长 (m) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 1K137+70477.624251.50.40.43630.96.6 12120.8886.6910346917.466.14 22120.88877.71866683.065.93 32120.8887.3680588.540.52 2K139+46777.884101.50.40.17450.96.6 12120.8886.6910366930.846.15 22120.88877.97866705.425.95 32120.8886.7932217.260.19 5K140+34563.98551.50.40.08731.18 12120.8888.098526892.686.12 22120.88864.071066791.426.03 32120.8888.1220162.400.14 9K143+582.269.5451.20.40.08730.96.6 12120.8886.699266194.945.5 22120.88869.59865984.745.31 32120.8886.7116107.430.1 10K143+82482.544301.50.40.52360.96.6 12120.8886.6910987345.626.52 22120.88882.63867106.186.31 32120.8887.69100768.780.68 第8页 共16页 总量 (kg) 备注 ( 图号) 12.59 12.29 12.29 10.91 13.51 涵涵洞洞基基础础钢钢筋筋工工程程量量计计算算书书 第9页 共16页 涵洞盖板钢筋工程量计算书 序号桩号盖板类型数量 钢筋 编号 规格 直径 (mm) 一块板数量 小计数量R235HRB335单位重量 (kg/m) 单根长 (cm) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 1K137+704 0.99米板67 12284.8334741571.100.3422.78 22161.578474523.700.042.68 31120.88825182205.820.1812.06 42253.853486.7524.340.096.03 62222.9848043.200.010.67 0.74米板2 12284.833474.0001152.140.250.5 22161.578474.000523.700.040.08 31120.888207.00082169.740.150.3 42253.853486.700524.340.090.18 62222.98480.00043.200.010.02 异型2 12253.853474.0057270.181.042.08 21100.617449.8041184.420.110.22 32253.853520.9037192.730.741.48 42120.88874.005137.740.030.06 62161.578474.00628.440.040.08 72120.888502.00840.160.040.08 92222.98480.0043.200.010.02 101100.617344.60123423.860.260.52 2K139+467 0.99米板72 12326.313474.001571.100.4532.4 22161.578474.00733.180.053.6 31120.888247.00123303.810.2719.44 42284.833490.30734.320.1712.24 62222.98485.0043.400.010.72 异型2 12253.853474.0035165.900.641.28 21100.617248.6541101.950.060.12 32253.853481.001467.340.260.52 42120.88854.004725.380.020.04 62161.578474.00628.440.040.08 72120.888462.00627.720.020.04 92222.98485.0043.400.010.02 101100.617264.80123325.700.20.4 3K139+818 0.99米板33 12161.578374.001141.140.061.98 22120.888374.00414.960.010.33 31100.617193.005096.500.061.98 62222.98455.0042.200.010.33 异型2 12253.853368.601658.980.230.46 第10页 共16页 涵洞盖板钢筋工程量计算书 序号桩号盖板类型数量 钢筋 编号 规格 直径 (mm) 一块板数量 小计数量R235HRB335单位重量 (kg/m) 单根长 (cm) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 21100.617163.503150.690.030.06 32253.853381.101245.730.180.36 42120.88854.003719.980.020.04 62161.578370.60622.240.040.08 72120.888359.70621.580.020.04 92222.98455.0042.200.010.02 101100.617143.8093133.730.080.16 4K140+062.5 0.99米板50 12253.853374.001141.140.168 22161.578374.00414.960.021 31100.617213.0062132.060.084 42253.853374.30414.970.063 62222.98465.0042.600.010.5 异型2 12253.853368.601970.030.270.54 21100.617203.503163.090.040.08 32253.853391.301974.350.290.58 42120.88874.003828.120.020.04 62161.578370.60622.240.040.08 72120.888369.10829.530.030.06 92222.98465.0042.600.010.02 101100.617177.8093165.350.10.2 5K140+345 0.99米板61 12284.833588.001376.440.3722.57 22202.466574.00634.440.084.88 31100.617238.00123292.740.1810.98 42284.833587.00741.090.212.2 62253.85380.0043.200.010.61 异型2 12253.853584.0020116.800.450.9 21100.617138.104460.760.040.08 32253.853586.1020117.220.450.9 42120.88854.005630.240.030.06 52161.578574.00634.440.050.1 62253.85380.0043.200.010.02 72120.888552.00633.120.030.06 81100.617193.80123238.370.150.3 6K140+874 0.99米板62 12284.833474.001361.620.318.6 22161.578474.00523.700.042.48 31120.888241.0082197.620.1811.16 3K139+818 异型2 第11页 共16页 涵洞盖板钢筋工程量计算书 序号桩号盖板类型数量 钢筋 编号 规格 直径 (mm) 一块板数量 小计数量R235HRB335单位重量 (kg/m) 单根长 (cm) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 42253.853482.60524.130.095.58 62222.98475.0043.000.010.62 异型2 12253.853474.0064303.361.172.34 21100.617574.0041235.340.150.3 32253.853612.7064392.131.513.02 42120.88894.006056.400.050.1 52253.853391.102286.040.330.66 62161.578474.00628.440.040.08 72120.888592.001059.200.050.1 92222.98475.0043.000.010.02 101100.617359.80123442.550.270.54 7K141+096 0.99米板55 12284.833474.001361.620.316.5 22161.578474.00523.700.042.2 31120.888241.0082197.620.189.9 42253.853482.60524.130.094.95 62222.98475.0043.000.010.55 异型2 12253.853474.0028132.720.511.02 21100.617248.5041101.890.060.12 32253.853503.1028140.870.541.08 42120.88874.004936.260.030.06 62161.578474.00628.440.040.08 72120.888482.00838.560.030.06 92222.98475.0043.000.010.02 101100.617215.80123265.430.160.32 8K142+390 0.99米板76 12284.833474.001361.620.322.8 22161.578474.00523.700.043.04 31120.888241.0082197.620.1813.68 42253.853482.60524.130.096.84 62222.98475.0043.000.010.76 异型2 12253.853474.001047.400.180.36 21100.617249.0041102.090.060.12 32253.853612.7064392.131.513.02 42120.88894.006056.400.050.1 52253.853391.102286.040.330.66 62161.578474.00628.440.040.08 72120.888592.001059.200.050.1 6K140+874 0.99米板62 第12页 共16页 涵洞盖板钢筋工程量计算书 序号桩号盖板类型数量 钢筋 编号 规格 直径 (mm) 一块板数量 小计数量R235HRB335单位重量 (kg/m) 单根长 (cm) 根数 共长 (m) 共重 (t) ABCD=B*CE=A*D 92222.98475.0043.000.010.02 101100.617143.00123175.890.110.22 9K143+582.2 0.99米板68 12284.8334741571.100.3423.12 22161.578474523.700.042.72 31120.88825182205.820.1812.24 42253.853486.7524.340.096.12 62222.9848043.200.010.68 0.74米板2 12284.833474.0001152.140.250.5 22161.578474.000523.700.040.08 31