钢筋工程量计算表

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1、钢筋工程量计算表分部分项名称尺寸φ12长度（m）总量尺寸φ12长度（m）总量尺寸φ14长度（m）总量尺寸长度（m）总量数量数量数量数量结施02/05筏板5342.72263.1151.0716.11519.429198.576.5501.680111213298.374.7561.5687.41810.518956.1530.25941.7159.82110.8226.866.2537.5531.4576.851210.2122.4610.160.6221.328.63642.71537.22219.4426.8391.2247.5878.559.51612192701.8813

2、1.678.358.12110.5220.562.112.686.1549.23010.832461.6710.2246.25251710.2173.461.257.541.014.04961.55148.8962.06197.81562.22346.31032.16222.5711.86732.1671.493.8921.631501521.04158.11241.37169.9小计（m）5499.15m658.05m2694.24m延长米转换为重量（kg）4894kg586kg3260kg总计（kg）5480kg3260kg钢筋工程量计算表分部分项名称尺寸φ8长度（m）总量尺

3、寸φ8长度（m）总量尺寸φ8长度（m）总量尺寸长度（m）总量数量数量数量数量结施03/051624648812.22179.8171.8731.81174.3503.1231.2239.61542.32357.3401.6867.2482.32111.4583.5203551.2267.1722.8201.6903.1279580.7141.2643.4217.6580.6638.31340.99133581.798.6840.867.2400.7530641.170.4400.9538901.9171360.7125.61180.6981.4360.9935.6321.0333

4、580.6437.1571.86106852.02171.71295.2361.8741.0779.2610.9256.1612.02123.2295.2150.8822.5205883.8334.4411.56641362.22302520.8443.7751.1787.8231.6432.7小计（m）4137.8m1760.1m31.8m延长米转换为重量（kg）1634.4kg695.2kg12.6kg总计（kg）1634.4+695.2+12.6=2342.2kg钢筋工程量计算表分部分项名称尺寸φ8长度（m）总量尺寸φ8长度（m）总量尺寸φ8长度（m）总量尺寸长度（m）总量

5、数量数量数量数量结施04/051664664900.6255.9681.272.8414.3176.3344.3146.2682.02137.4682.32157.7541.8298.3432.2295.46442.2799.91441.17168.5331.2240.31243.8471.2482.32111.4674.9328.3903.1279463.51611313.4455.6722.2158.41320.99130.7460.7735.4840.867.2871.56135.7641.170.4401.3855.2941.9176.6580.7141.21220.69

6、84.2580.6638.31321.0333581.798.6291.8654400.75301252.8350400.9538155.278360.7125.6820.9275.5360.8430.3262.565220.6414391.662.4222.02125.3小计（m）3233.2m2255.4m305.66m延长米转换为重量（kg）1277kg891kg120.7kg总计（kg）（1277+891+120.7）×3=2288.7×3=6866.1kg钢筋工程量计算表分部分项名称尺寸φ8长度（m）总量尺寸φ8长度（m）总量尺寸φ8长度（m）总量尺寸长度（m）总量数量

7、数量数量数量结施05/051664664822.12173.8414.3176.3541.8298.3442.32102.11001.17117521.2263.41243.8471.2352.3281.2674.9328.3652.32150.81043.5364243.174.4722.2158.41343.4455.61331.56207.51340.99132.7721.68121641.86119412.0282.8321.960.8661.0770.6200.6913