号箱涵直径mm每延米长m总长m重量(t)1号箱涵直径mm每延米长m总长m重量(t)悬臂挡墙钢筋扶壁挡墙钢筋重量t直径mm每米重量t 总重t直径mm每米重量t 总重t 14971.57 型号c15c35单位m3m3计算公式(12.1*0.1+10*0.2)*47.04(11.9*0.8+11.9*0.6+3*0.7*2+3*0.5)*47.04数量151.00 1051.81 备注型号c15c35c30c30c15单位m3m3m3m3m3计算公式(7.6*0.1+6*0.2)*22.52(7.4*0.8+7.4*0.6+3*0.7)*22.5215.13*2106.62*45.2*0.15*13.4*4数量备注44.14 280.60 30.26悬臂挡墙426.48扶臂挡墙41.81扶臂挡墙总计c15c30c35236.95 456.741332.41 2*1.5c15c30m3m32.6*0.1*149(2.4*0.45+1.5*0.2*2)*14938.74250.321.5*1.5c15c30m3m32.1*0.1*54(1.9*0.45+1.5*0.4)*5411.3478.574号箱涵混凝土