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1、钢 筋 工 程 量 计 算 表 工程名称：4#桥构件名称钢筋名称直径(mm)计 算长度(m)一个构件根数构件数量总根数总长度(m)每米质量（kg）合计(kg)备注条形基础板横向钢筋122.42497343830.060.888737.092.52.0.04板纵向钢筋85.9212784497.280.395196.43620.04梁纵向钢筋(下)256.675735233.453.850898.785.92215d梁纵向钢筋(上)206.545735228.902.470565.385.92215d ； （60.21）2梁箍筋102.1627434911.400.616561.42(0.60.
2、35)2210dKZ1主筋204.925821678.802.470194.64轴柱8.4253.5=4.9255.509821688.142.470217.71轴柱9.0093.5=5.5096.093821697.492.470240.80轴柱9.5933.5=6.0936.6768216106.822.470263.85轴柱10.1763.5=6.6767.2598216116.142.470286.87轴柱10.7593.5=7.2597.8428216125.472.470309.91轴柱11.3423.5=7.8428.2808216132.482.470327.23轴柱11.78
3、03.5=8.280箍筋81.12318356.160.395140.68（0.30.032）22210d ;(4.9255.5096.0936.6767.2597.8428.280)0.157拉结筋80.4318127.20.39550.240.30.032210dKL103(6A)上部通长筋1848.89224195.562.000391.12（48.02548.876）20.0252215d上部钢筋188224322.000642/326205.33422224421.32162.4792.182/3242/424221.331122242.6642.98019.852/322/42受扭
4、钢筋1248.40428387.20.888343.83（48.02548.876）20.0252下部钢筋164.03632624.221.57838.2222.036204.03632624.222.47059.8222.0362221282.980381.4440228=64钢 筋 工 程 量 计 算 表 工程名称：4#桥构件名称钢筋名称直径(mm)计 算长度(m)一个构件根数构件数量总根数总长度(m)每米质量（kg）合计(kg)备注25402241603.850616202箍筋81.8649729941848.840.395730.29（0.650.2）2210d；加密区：(1.50.7
5、0.05)13/0.1=130；非加密区：（48.41.50.70.37）/0.2=227附加箍：354=140KL101（1B）上、下部钢筋166.436636231.481.578365.2760.0252215d箍筋81.26426252317.520.395125.42(0.350.2)2210d加密区：(0.41.50.05)22(10.15)/0.1=28非加密区：(41.50.42)/0.2=14KL102(1B)上、下部钢筋166.4361638.581.57860.8860.0252215d箍筋81.264214252.920.39520.90(0.350.2)2210d加密
6、区：(0.41.50.05)22(10.15)/0.1=28非加密区：(41.50.42)/0.2=14L101(3)上部钢筋166.4331319.291.57830.4460.0252215d下部钢筋146.4331319.291.21023.3460.0252215d箍筋81.263013037.80.39514.93(0.350.2)2210d; 5.95/0.2L102(3)上、下部钢筋166.43617102655.861.5781034.9560.0252215d箍筋81.263017510642.60.395253.83(0.350.2)2210d; 5.95/0.2栏杆104
7、882167680.616473.014#桥合计 10130.75钢 筋 工 程 量 计 算 表 工程名称：3#桥构件名称钢筋名称直径(mm)计 算长度(m)一个构件根数构件数量总根数总长度(m)每米质量（kg）合计(kg)备注桩纵筋（CT1下）1612.1012121441742.411.500.6纵筋（CT2下）1612.6012448604.812.000.6纵筋（CT3下）1613.1012448628.812.500.6纵筋（CT4下）1614.1012448676.813.500.6纵筋（CT5下）1615.1012448724.814.500.6纵筋（CT6下）1616.1012
8、224772.815.500.6纵筋（CT7下）1618.1012448868.817.500.6小计6019.21.5809510.34加强筋（CT1下）161.3697128411.5/2+1（0.6-（0.05+0.008+0.016）2-0.016）3.14加强筋（CT1下）161.369742812.0/21加强筋（CT1下）161.369843212.5/21加强筋（CT1下）161.369843213.5/21加强筋（CT1下）161.369943614.5/21加强筋（CT1下）161.369921815.5/21加强筋（CT1下）161.3691044017.5/21小计27
9、0369.631.580584.02螺旋箍（CT1下）81.5768128162/0.1（11.52）/0.2 （0.60.052）3.14螺旋箍（CT1下）81.577042802/0.1（122）/0.2螺旋箍（CT1下）81.577342922/0.1（12.52）/0.2 螺旋箍（CT1下）81.577843122/0.1（13.52）/0.2螺旋箍（CT1下）81.578343322/0.1（14.52）/0.2 螺旋箍（CT1下）81.578821762/0.1（15.52）/0.2螺旋箍（CT1下）81.579843922/0.1（17.52）/0.2 小计260040820.3
10、951612.39钢 筋 工 程 量 计 算 表 工程名称：3#桥构件名称钢筋名称直径(mm)计 算长度(m)一个构件根数构件数量总根数总长度(m)每米质量（kg）合计(kg)备注CT11843962.0007922103.6102.7=991643891.580614.62（3.5/0.151）2.05（3.3/0.151）2CT2CT712223634.40.8883227.3522（1.3/0.151）1.34(1.4/0.151)1.34(1.3/0.151)1.4小计4633.97JL1主筋222.34821637.442.980111.570.82350.008箍筋83.06721442.840.39516.92（0.45
