灌注桩钢筋含量计

工程名称： 上海梅钢********** 工程编号： 2007**** 工程部位：****

主筋桩锚固桩长m号段m110.00231.50321.00421.00524.00619.05659.0070.0020.000.500.560.700.870.000.500.802.502.50箍筋每m主筋重量kg主筋总重量kg型号φ501.70465.252175.701044.96710.78283.711435.201740.00360.00698.99208.50桩径mm100080012001000800600700700600加密区长度m0.004.002.004.004.004.006.009.506.00非加密区型号Φ221425222014202018根数16122616121212128间距间距长度mmmmm10010010010010010010010010010.0027.5019.0017.0020.0015.0553.0069.2069.2069.2018.00加劲箍每m箍筋箍筋总重型间距重量量kg号Φmmkg0.3950.3950.3950.3950.3950.3950.3950.3950.2220.6170.39556.33131.24157.47140.15122.3072.27243.35330.02142.82526.0981.49每m加劲加劲箍总总钢筋量箍重重量kgkg量kg1.57951.57951.57951.57951.57951.57951.57951.57950.888526.7855.5560.0149.1045.1324.80.27107.1315.34584.81652.042393.181234.21878.22380.781767.822177.15518.172.9861.2093.8562.9862.4681.2092.0002.0002.00088888888620025020020020020020020020016161616161616161218142000200020002000200020002000200020002000200013.7022.000.750.00800600281610.8371.5800.0000.0000.0000.0000.0000.0000.0000.0000.0000.0001084.004.001001002002001.9991.209000000000030.7622.781255.84312.770.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!备注：红色斜体是可根据设计图纸进行更改输入的。另外，该计算表未考虑钢筋的损耗系数。一根桩钢筋含量计算表

工程名称： 上海梅钢********** 工程编号： 2007**** 工程部位：****

主筋桩锚固桩长m号段m桩径mm型号Φ根数每m主筋重量kg主筋总重量kg型号φ箍筋加密区长度m非加密区间距间距长度mmmmm加劲箍每m箍筋箍筋总重型间距重量量kg号Φmmkg每m加劲加劲箍总总钢筋量箍重重量kgkg量kg计 算： 审核： 日期： 年 月 日砼方每方含量量m37.85kg/m374.4978804715.8251.2013734123.7384100.814804916.48574.8687582612.057672.835310365.3835370.730106622.694477.71399926.925580.85843375.65291.6785196.8830000000000182.458#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!6.21750.307417砼方每方含量量m3kg/m3