方桩钢筋用量表典尚设计

钢筋混凝土打入桩JZHb24012.514C钢筋用量部位钢筋名称钢筋种类根数单根长(mm)总长(m)单位重(公斤/米)总重(公斤)L1段纵向主筋1881238099.0401.998197.9箍筋1015138020.7000.61712.8858138080.0400.39631.71015100515.0750.6179.3858100558.2900.39623.1钢筋网W1101498413.7760.6178.5钢筋网W2107037025.9000.61716.0L2段纵向主筋18813950111.6001.998223.0箍筋8851380117.3000.39646.5885100585.4250.39633.8钢筋网W3683402.7200.2220.6桩头纵向主筋1846502.6001.9985.21845222.0881.9984.2箍筋86750*4.5000.3961.8接头钢帽锚筋16163956.3201.58010.02287706.1602.98018.4垫筋16161302.0801.5803.3吊装吊筋224250010.0002.98029.8小计60.6 8136.8 1046.6 1613.3 18430.2 2248.2总计 一根桩钢筋用量675.7kg 全桥302根桩钢筋用量204061kg带*表示钢筋的平均长度 接头钢板重量表钢板类型规格块数每块重（公斤）小计1号379X379X828.9617.922号345X240X885.1741.363号L63X681.4211.364号L75X843.7414.96垫块40X130X1480.574.56总计 一根桩钢板用量90.16kg 全桥302根桩钢板用量27229kg钢筋混凝土打入桩JZHb2401412.5C钢筋用量部位钢筋名称钢筋种类根数单根长(mm)总长(m)单位重(公斤/米)总重(公斤)L1段纵向主筋18813880111.0401.998221.9箍筋1015138020.7000.61712.8865138089.7000.39635.51015100515.0750.6179.3865100565.3250.39625.9钢筋网W1101498413.7760.6178.5钢筋网W2107037025.9000.61716.0L2段纵向主筋1881245099.6001.998199.0箍筋8771380106.2600.39642.1877100577.3850.39630.6钢筋网W3683402.7200.2220.6桩头纵向主筋1846502.6001.9985.21845222.0881.9984.2箍筋86750*4.5000.3961.8接头钢帽锚筋16163956.3201.58010.02287706.1602.98018.4垫筋16161302.0801.5803.3吊装吊筋224250010.0002.98029.8合计60.6 8135.91046.6 1613.3 18430.2 2248.2总计 一根桩钢筋用量674.5kg 全桥302根桩钢筋用量203699kg带*表示钢筋的平均长度 接头钢板重量表钢板类型规格块数每块重（公斤）小计1号379X379X828.9617.922号345X240X885.1741.363号L63X681.4211.364号L75X843.7414.96垫块40X130X1480.574.56总计 一根桩钢板用量90.16kg 全桥302根桩钢板用量27229kg