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￠122.42497343830.060.888737.092.5－2×.0.04板纵向钢筋￠85.9212784497.280.395196.436－2×0.04梁纵向钢筋(下)￠256.675735233.453.850898.785.92＋2×15d梁纵向钢筋(上)￠206.545735228.902.470565.385.92＋2×15d；（6÷0.2＋1）×2梁箍筋￠102.1627434911.400.616561.42(0.6＋0.35)×2＋2×10dKZ1主筋￠204.925821678.802.470194.64①轴柱8.425－3.5=4.9255.509821688.142.470217.71②轴柱9.009－3.5=5.5096.093821697.492.470240.80③轴柱9.593－3.5=6.0936.6768216106.822.470263.85④轴柱10.176－3.5=6.6767.2598216116.142.470286.87⑤轴柱10.759－3.5=7.2597.8428216125.472.470309.91⑥轴柱11.342－3.5=7.8428.2808216132.482.470327.23⑦轴柱11.780－3.5=8.280箍筋￠81.12318356.160.395140.68（0.3－0.03×2）×2×2＋2×10d;(4.925＋5.509＋6.093＋6.676＋7.259＋7.842＋8.280)÷0.15＋7拉结筋￠80.4318127.20.39550.240.3－0.03×2＋2×10dKL103(6A)上部通长筋￠1848.89224195.562.000391.12（48.025＋48.876）÷2－0.025×2＋2×15d上部钢筋￠188224322.000642/3×2×6￠205.33422224421.32162.4792.182/3×2×42/4×2×4￠221.331122242.6642.98019.852/3×22/4×2受扭钢筋￠1248.40428387.20.888343.83（48.025＋48.876）÷2－0.025×2下部钢筋￠164.03632624.221.57838.222＋2.036￠204.03632624.222.47059.822＋2.036￠2221282.980381.4440×2－2×8=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￠25402241603.85061620×2箍筋￠81.8649729941848.840.395730.29（0.65＋0.2）×2＋2×10d；加密区：(1.5×0.7－0.05)×13/0.1=130；非加密区：（48.4－1.5×0.7－0.3×7）/0.2=227附加箍：35×4=140KL101（1B）上、下部钢筋￠166.436636231.481.578365.276－0.025×2＋2×15d箍筋￠81.26426252317.520.395125.42(0.35＋0.2)×2＋2×10d加密区：((0.4×1.5－0.05)×2＋2×(1－0.15))/0.1=28非加密区：(4－1.5×0.4×2)/0.2=14KL102(1B)上、下部钢筋￠166.4361638.581.57860.886－0.025×2＋2×15d箍筋￠81.264214252.920.39520.90(0.35＋0.2)×2＋2×10d加密区：((0.4×1.5－0.05)×2＋2×(1－0.15))/0.1=28非加密区：(4－1.5×0.4×2)/0.2=14L101(3)上部钢筋￠166.4331319.291.57830.446－0.025×2＋2×15d下部钢筋￠146.4331319.291.21023.346－0.025×2＋2×15d箍筋￠81.263013037.80.39514.93(0.35＋0.2)×2＋2×10d;5.95/0.2L102(3)上、下部钢筋￠166.43617102655.861.5781034.956－0.025×2＋2×15d箍筋￠81.263017510642.60.395253.83(0.35＋0.2)×2＋2×10d;5.95/0.2栏杆￠104882167680.616473.014#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）Ф1612.1012121441742.411.50＋0.6纵筋（CT2下）Ф1612.6012448604.812.00＋0.6纵筋（CT3下）Ф1613.1012448628.812.50＋0.6纵筋（CT4下）Ф1614.1012448676.813.50＋0.6纵筋（CT5下）Ф1615.1012448724.814.50＋0.6纵筋（CT6下）Ф1616.1012224772.815.50＋0.6纵筋（CT7下）Ф1618.1012448868.817.50＋0.6小计6019.21.5809510.34加强筋（CT1下）Ф161.3697128411.5/2+1（0.6-（0.05+0.008+0.016）×2-0.016）×3.14加强筋（CT1下）Ф161.369742812.0/2＋1加强筋（CT1下）Ф161.369843212.5/2＋1加强筋（CT1下）Ф161.369843213.5/2＋1加强筋（CT1下）Ф161.369943614.5/2＋1加强筋（CT1下）Ф161.369921815.5/2＋1加强筋（CT1下）Ф161.3691044017.5/2＋1小计270369.631.580584.02螺旋箍（CT1下）Ф81.5768128162/0.1＋（11.5－2）/0.2（0.6－0.05×2）×3.14螺旋箍（CT1下）Ф81.577042802/0.1＋（12－2）/0.2螺旋箍（CT1下）Ф81.57734292...
