主筋桩锚固桩长m号段m61.1551.1556.1551.1546.1556.1556.1556.1551.1551.150.500.500.500.500.500.500.50.50.50.50.500.50箍筋每m主筋重量kg主筋总重量kg型号φ8114.422700.332957.012700.332443.657466.193942.683942.683600.443600.44桩径mm1200120012001200120012001500150015001500加密区长度m2.502.502.502.502.502.502.502.502.502.50非加密区型号Φ32252525253225252525根数18121212121816161616间距间距长度mmmmm7575757575757575757559.1549.1554.1549.1544.1554.1554.1554.1549.1549.15加劲箍每m每m加加劲箍箍筋箍筋总重劲箍总钢筋砼方总重量型间距重量重量量kg量kg量m3kg号Φmmkgkg0.8880.8880.8880.8880.8880.8880.8881314.481109.701212.091109.701007.311212.091541.90A0P1P2P3P8A1P4P5P6P76.3183.8563.8563.8563.8566.3183.856121212121212121212121501501501501501501501501501501616161616161616161610001000100010001000100010001000100010001.579521.579521.579521.579521.579521.579521.57952338.25283.69310.97283.69256.42310.97395.789767.164093.724480.074093.723707.378989.255880.3669.68958.38564.03758.38552.73364.037100.063.8563.8563.8560.0003.8563.8560.0000.0000.0000.8880.8880.8880.8880.8881541.901411.631411.63995.031015.501.581.581.5801.581.58000395.78361.07361.07256.42261.875880.36100.065373.1391.2275373.1391.22703407.8652.113480.0753.2400000000.002156.422202.690.000.000.00241.670.000.000.000.000.000.000#DIV/0!#DIV/0!#####A0A146.1047.10120012002525121212122.452.45757543.6544.650.000.000.001501501610001610000.000#DIV/0!0.000#DIV/0!0.000#DIV/0!#DIV/0!######DIV/0!######DIV/0!#####22.32#DIV/0!######DIV/0!######DIV/0!######DIV/0!#####15.000.3060016101.5800.0000.0000.0000.00082.0015013.000.000.000.000.001500.39562.671210000.8880000326.664.2390.000#DIV/0!0.000#DIV/0!0.000#DIV/0!0.000#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。计 算： 审核： 日期： 年 月 日每方含量kg/m3140.15370.115869.960570.115870.3044140.37658.769558.76958.89958.899####65.39665.363############77.06################
因篇幅问题不能全部显示，请点此查看更多更全内容