码头工程量计算表.xls

序号单位工程量构件 数量 一现浇横梁 1 HL1 形C40 m3 =G4*H41 2 HL2 形C40 m3 =G5*H54 3 HL3 形C40 m3 =G6*H61 4 HL3 形C40 m3 =G7*H71 5 GHL1 形C40 m3 =G8*H81 6 GHL1 形C40 m3 =G9*H91 7 GHL1a(2、2a、2b） 形C40m3 =G10*H105 8 GHL1a 形C40 m3 =G11*H111 9 GHL2 形C40 m3 =G12*H121 10 GHL2a 形C40 m3 =G13*H132 11 GHL2b 形C40 m3 =G14*H141 形C40m3 =SUM(F4:F14)=SUM(G4:G14) T =构件钢筋!M9/1000 二预制纵梁 1 L-1形C40 m3 =G18*H1812 现浇 形C40 m3 =G19*H1912 2 L-2形C40 m3 =G20*H2012 现浇 形C40 m3 =G21*H2112 3 L-3形C40 m3 =G22*H2212 现浇 形C40 m3 =G23*H2312 4 L-4形C40 m3 =G24*H246 现浇 形C40 m3 =G25*H256 构件名称 现浇横梁及轨道梁钢筋加工 现浇横梁及轨道梁 第 1 页，共 60 页 序号单位工程量构件 数量构件名称 5 L-5形C40 m3 =G26*H2618 现浇 形C40 m3 =G27*H2718 6 L-1a形C40 m3 =G28*H284 现浇 形C40 m3 =G29*H294 7 L-2a形C40 m3 =G30*H304 现浇 形C40 m3 =G31*H314 8 L-3a形C40 m3 =G32*H324 现浇 形C40 m3 =G33*H334 9 L-4a形C40 m3 =G34*H342 现浇 形C40 m3 =G35*H352 10 L-5a形C40 m3 =G36*H366 现浇 形C40 m3 =G37*H376 11 连接焊缝 22m =G38*H381 C40 m3=SUM(F18:F37)-F42-F40 C40 m3=F36+F34+F26+F24+F18 T=构件钢筋!M103/1000 m3 =SUMIF(B18:B37,“现浇“,F18:F37) 件 =SUMIF(B18:B37,“现浇“,G18:G37) 22m =F38 三现浇面板 B-1C40 m3 =G46*H461 C40 m3 =F46 T =构件钢筋!M204/1000 四预制面板 预制纵梁单双出沿钢筋 现浇面板 现浇面板钢筋加工 钢筋连接焊缝 预制纵梁单双出沿,3方以内 现浇接缝（梁与梁） 预制纵梁安装（5“,G50:G68) =(25*6*4+21*6*4+34*6*2+31*6*2+29*6*6)/2*10*0.014*2 m3 =H751 个 =H76 五码头铺装层C40m3 =G77*H771 码头铺装层钢筋加工T =构件钢筋!M287/1000 六码头护轮槛C40m3 =G79*H791 码头护轮槛钢筋加工T =构件钢筋!M298/1000 七水平撑 预制C40m3 =0.4*0.5*(5*2+4.1*2+3.6*2+6.4+5.8+5.5*2)10 现浇C40m3 =G84*H8420 C40m3 =F83 T =构件钢筋!M301/1000 3吨内件 10 m =G88*H881 C40m3 =F84 八靠船构件 K1/K1C40m3 =G91*H912 K2C40m3 =G92*H929 C40 m3 =SUM(F91:F92) T =构件钢筋!M304/1000 5吨内件 11 九连系梁C40m3 =G96*H9610 现浇水平撑节点 预制靠船构件 靠船构件安装 靠船构件钢筋加工 水平撑预制 预制水平撑安装 22焊缝 水平撑钢筋加工 现浇板缝，细石C40 铸铁排水孔盖， 300 14焊缝 10吨内 第 4 页，共 60 页 序号单位工程量构件 数量构件名称 T =构件钢筋!M399/1000 7T件 10 十X撑 X1撑C40m3 =G100*H1002 X2撑C40m3 =G101*H1011 X3撑C40m3 =G102*H1022 C40m3 =SUM(F100:F102) 件 =SUM(G100:G103) T =构件钢筋!M404/1000 十一预制空心板 18.9mC50m3 =G107*H10740 封端砼C20m3 =G108*H10880 现浇板缝C40m3 =G109*H10939 预应力钢筋束T =G110*H11040 56波纹管m =G111*H11140 YM15-4锚具套 =G112*H11240 10.8mC50m3 =G113*H11320 封端砼C20m3 =G114*H11440 现浇板缝C40m3 =G115*H11519 预应力钢筋束T =G116*H11620 56波纹管m =G117*H11720 YM15-4锚具套 =G118*H11820 预应力板普通钢筋加工T =构件钢筋!M321/1000 连系梁安装 连系梁钢筋加工 预制X撑 X撑安装 钢筋加工 第 5 页，共 60 页 序号单位工程量构件 数量构件名称 9mC40m3 =G120*H12020 封端砼C20m3 =G121*H12140 现浇板缝C40m3 =G122*H12219 6.2mC40m3 =G123*H12330 封端砼C20m3 =G124*H12460 现浇板缝C40m3 =G125*H12529 预制板普通钢筋加工T =构件钢筋!M365/1000 C50 m3 =F113+F107 T =F116+F110 T =F119 m =F117+F111 套 =F118+F112 件 =G113+G107 C40 m3 =F123+F120 T =F126 件 =G123+G120 C20 m3 =F124+F121+F114+F108 C40 m3 =F125+F122+F115+F109 十二挡土墙 1 预制方桩m3 =G139*H139=50*9+5 预制方桩钢筋加工T =构件钢筋!M383/1000 打桩，5米内20*20根 455 2 片石垫层m3 =G142*H1421 56波纹管 YM15-4锚具 预应力空心板（箱形梁）安装 空心板预制，5孔以内 钢筋加工 预应力空心板（箱形梁） 预应力构件预应力钢铰线加工 预应力构件非预应力钢筋加工 空心板安装，15T以内 封端砼 板缝 第 6 页，共 60 页 序号单位工程量构件 数量构件名称 3 挡土墙混凝土C25m3 =G143*H1431 挡土墙钢筋T =构件钢筋!M386/1000 4 厚20消浪钢格栅盖板块 8 5 土方开挖m3 =5.6*3.7*100.8 土方回填m3 =F146-F143-F148 块石回填m3 =1.7*1*100.8 十三嵌岩灌注桩 m2 =20*63+20*(16.6+22) m2 =25*63 T =钻孔灌注桩!R20/1000 m =钻孔灌注桩!O20 m =钻孔灌注桩!P20 m3 =钻孔灌注桩!Q20 T =构件钢筋!M395/1000 根 =钻孔灌注桩!N20 十四橡胶护弦 DA-A300H个 22 十五系船柱安装个 5 十六钢轨安装m =G161*H1611 轨道槽填沥青砂浆m3 =G162*H1621 十七车挡Kg =G163*H1636 地脚螺丝Kg =G164*H16448 十八系网环Kg =G165*H16510 600*1200*20 U型P43 钻孔 VI 类土，孔深20m内 灌注桩平台搭设，水深5米内 水下砼C30 桩头处理 灌注桩平台搭设，水深10米内 钻孔 I 类土，孔深20m内 钢护筒制作与埋设 钢筋加工 第 7 页，共 60 页 序号单位工程量构件 数量构件名称 十九伸缩缝m2 75.6 第 8 页，共 60 页 单个构件砼方量构件重量（T） =1.2*(1.6-0.15)*25 =(1.2*1.2+(1.6-0.15)*0.6)*25 =(1.2*1.2+(1.6-0.15)*1.2)*25 =(1.2*1.2+(1.05-0.15)*1.2+1.7*0.55)*40 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2)*25 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2)*20 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2*2)*25 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2*2)*20 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2*2)*20+(2.8-0.15)*1.2+(0.3+0.6)*0.3/2)*10+1.2*(2.8-0.15)*10 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2*2)*30+1.2*(2.8-0.15)*10 =(2.8-0.15)*1.2+(0.3+0.6)*0.3/2+(0.5+0.8)*0.5/2)*30+(2.8-0.15)*1.2+(0.5+0.8)*0.5/2)*10 =(0.4+0.2)*0.2+0.4*1.2)*5.1=H18*2.5 =0.4*(0.4-0.15)*5.1 =(0.4+0.2)*0.2+0.4*1.2)*4.2=H20*2.5 =0.4*(0.4-0.15)*4.2 =(0.4+0.2)*0.2+0.4*1.2)*3.4=H22*2.5 =0.4*(0.4-0.15)*3.4 =(0.4+0.2)*0.2+0.4*1.2)*6.2=H24*2.5 =0.4*(0.4-0.15)*6.2 工程量计算表 第 9 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 =(0.4+0.2)*0.2+0.4*1.2)*5.9=H26*2.5 =0.4*(0.4-0.15)*5.9 =(0.4+0.2)*0.2/2+0.4*1.2)*5.1=H28*2.5 =0.4*(0.4-0.15)*5.1 =(0.4+0.2)*0.2/2+0.4*1.2)*4.2=H30*2.5 =0.4*(0.4-0.15)*4.2 =(0.4+0.2)*0.2/2+0.4*1.2)*3.4=H32*2.5 =0.4*(0.4-0.15)*3.4 =(0.4+0.2)*0.2/2+0.4*1.2)*6.2=H34*2.5 =0.4*(0.4-0.15)*6.2 =(0.4+0.2)*0.2/2+0.4*1.2)*5.9=H36*2.5 =0.4*(0.4-0.15)*5.9 =0.22*2*12*88 =1.7*0.25*25 第 10 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 =(2.47+2.53)*0.26/2*3.11=H50*2.5 =(2.47+2.53)*0.26/2*3.11-3.142*0.32*0.26=H51*2.5 =(2.47+2.53)*0.26/2*3.14=H52*2.5 =(2.47+2.53)*0.26/2*3.14-3.142*0.32*0.26=H53*2.5 =(2.02+2.08)*0.26/2*3.11=H54*2.5 =(2.02+2.08)*0.26/2*3.11-3.142*0.32*0.26=H55*2.5 =(2.02+2.08)*0.26/2*3.14=H56*2.5 =(2.02+2.08)*0.26/2*3.14-3.142*0.32*0.26=H57*2.5 =(3.32+3.38)*0.26/2*3.11-3.142*0.32*0.26=H58*2.5 =(3.32+3.38)*0.26/2*3.14-3.142*0.32*0.26=H59*2.5 =(2.42+2.48)*0.26/2*3.38-3.142*0.32*0.26=H60*2.5 =(3.02+3.08)*0.26/2*3.11=H61*2.5 =(3.02+3.08)*0.26/2*3.11-3.142*0.32*0.26=H62*2.5 =(3.02+3.08)*0.26/2*3.14=H63*2.5 =(3.02+3.08)*0.26/2*3.14-3.142*0.32*0.26=H64*2.5 =(2.87+2.93)*0.26/2*3.11=H65*2.5 =(2.87+2.93)*0.26/2*3.11-3.142*0.32*0.26=H66*2.5 =(2.87+2.93)*0.26/2*3.14=H67*2.5 =(2.87+2.93)*0.26/2*3.14-3.142*0.32*0.26=H68*2.5 =SUMIF(C50:C68,“露“,G50:G68) 第 11 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 =(25-0.4*8)*8+3.38*20)*(0.04+0.1)*0.26/2 =12+2+12+2+12+2+24+6+1+18+3 =(2.9*25+22.2*45+(16.6+21.3)*65)*0.15-332.8*0.1*0.36 =(9+6.7+3.3+10+19+40)*(0.2+0.25)*0.25/2 =F83/G83=H83*2.5 =0.4*0.45*0.15 =10*0.11*20 =(0.6+1)*2.05*0.5*0.7+(0.15+0.3)*0.25*0.5*0.45=H91*2.5 =(0.6+1)*2.05*0.5*0.7+(0.15+0.3)*0.25*0.45=H92*2.5 =0.4*0.8*8.4=H96*2.5 第 12 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 =4.895*0.5=H100*2.5 =5.892*0.5=H101*2.5 =5.253*0.5=H102*2.5 =0.476*1.43*2+(0.99*0.9-0.396)*16=H107*2.5 =0.396*0.33 =0.029*16+0.01*0.9*1.43*2 =(19.963+19.862)*8*1.102/1000 74.44 8 =0.35*1.08*2+0.369*8.6=H113*2.5 =0.175*0.33 =0.029*8.6+0.01*0.9*1.08*2 =(11.784+11.763)*6*1.102/1000 41.89 8 第 13 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 =0.329*8.96=H120*2.5 =0.141*0.33 =0.08*8.96 =0.329*6.16=H123*2.5 =0.141*0.33 =0.08*6.16 土石方 =0.2*0.2*5=H139*2.5 =5.2*0.15*100.1 第 14 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 =(4.8*0.5+0.9*0.9/2+2.5*1.15/2+1.35*4)*100.8-0.6*1.2*(0.6+1.5)*8 型号不同 =40*2+(65-1.8)*4 =0.07*0.36*332.8 48.9 =0.76*3.554 =(130+86)/2*3.1416*2.986/1000+2.2*1.58+4.837*0.26+0.9*0.9*0.005*7850*2 第 15 页，共 60 页 单个构件砼方量构件重量（T） 工程量计算表 第 16 页，共 60 页 计算式 1.2*（1.6-0.15）*25 （1.2*1.2+（1.6-0.15）*0.6）*25 （1.2*1.2+（1.6-0.15）*1.2）*25 （1.2*1.2+（1.05-0.15）*1.2+1.7*0.55）*40 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2)*25 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2)*20 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2*2)*25 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2*2)*20 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2*2)*20+（2.8-0.15）*1.2+（0.3+0.6)*0.3/2)*10+1.2*（2.8-0.15）*10 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2*2)*30+1.2*（2.8-0.15）*10 （2.8-0.15）*1.2+（0.3+0.6)*0.3/2+(0.5+0.8)*0.5/2)*30+（2.8-0.15）*1.2+（0.5+0.8)*0.5/2)*10 (0.4+0.2)*0.2+0.4*1.2)*5.1 0.4*（0.4-0.15）*5.1 (0.4+0.2)*0.2+0.4*1.2)*4.2 0.4*（0.4-0.15）*4.2 (0.4+0.2)*0.2+0.4*1.2)*3.4 0.4*（0.4-0.15）*3.4 (0.4+0.2)*0.2+0.4*1.2)*6.2 0.4*（0.4-0.15）*6.2 第 17 页，共 60 页 计算式 (0.4+0.2)*0.2+0.4*1.2)*5.9 0.4*（0.4-0.15）*5.9 (0.4+0.2)*0.2/2+0.4*1.2)*5.1 0.4*（0.4-0.15）*5.1 (0.4+0.2)*0.2/2+0.4*1.2)*4.2 0.4*（0.4-0.15）*4.2 (0.4+0.2)*0.2/2+0.4*1.2)*3.4 0.4*（0.4-0.15）*3.4 (0.4+0.2)*0.2/2+0.4*1.2)*6.2 0.4*（0.4-0.15）*6.2 (0.4+0.2)*0.2/2+0.4*1.2)*5.9 0.4*（0.4-0.15）*5.9 0.22*2*12*88 1.7*0.25*25 第 18 页，共 60 页 计算式 (2.47+2.53)*0.26/2*3.11 (2.47+2.53)*0.26/2*3.11-3.142*0.32*0.26, 300排水孔盖12只 (2.47+2.53)*0.26/2*3.14 (2.47+2.53)*0.26/2*3.14-3.142*0.32*0.26, 300排水孔盖2只 (2.02+2.08)*0.26/2*3.11 (2.02+2.08)*0.26/2*3.11-3.142*0.32*0.26, 300排水孔盖12只 (2.02+2.08)*0.26/2*3.14 (2.02+2.08)*0.26/2*3.14-3.142*0.32*0.26, 300排水孔盖2只 (3.32+3.38)*0.26/2*3.11-3.142*0.32*0.26, 300排水孔盖12只 (3.32+3.38)*0.26/2*3.14-3.142*0.32*0.26, 300排水孔盖2只 (2.42+2.48)*0.26/2*3.38-3.142*0.32*0.26, 300排水孔盖24只 (3.02+3.08)*0.26/2*3.11 (3.02+3.08)*0.26/2*3.11-3.142*0.32*0.26, 300排水孔盖6只 (3.02+3.08)*0.26/2*3.14 (3.02+3.08)*0.26/2*3.14-3.142*0.32*0.26, 300排水孔盖1只 (2.87+2.93)*0.26/2*3.11 (2.87+2.93)*0.26/2*3.11-3.142*0.32*0.26, 300排水孔盖18只 (2.87+2.93)*0.26/2*3.14 (2.87+2.93)*0.26/2*3.14-3.142*0.32*0.26, 300排水孔盖3只 第 19 页，共 60 页 计算式 (25*6*4+21*6*4+34*6*2+31*6*2+29*6*6)/2*10*0.014*2 (（25-0.4*8）*8+3.38*20)*(0.04+0.1)*0.26/2 12+2+12+2+12+2+24+6+1+18+3 (2.9*25+22.2*45+(16.6+21.3)*65)*0.15-332.8*0.1*0.36 （9+6.7+3.3+10+19+40）*(0.2+0.25)*0.25/2 0.4*0.5*(5*2+4.1*2+3.6*2+6.4+5.8+5.5*2) 0.4*0.45*0.15 10*0.11*20 （0.6+1）*2.05*0.5*0.7+(0.15+0.3)*0.25*0.5*0.45 （0.6+1）*2.05*0.5*0.7+(0.15+0.3)*0.25*0.45 0.4*0.8*8.4 第 20 页，共 60 页 计算式 4.895*0.5 5.892*0.5 5.253*0.5 0.476*1.43*2+(0.99*0.9-0.396)*16 0.396*0.33 0.029*16+0.01*0.9*1.43*2 (19.963+19.862)*8*1.102/1000 0.350*1.08*2+0.369*8.6 0.175*0.33 0.029*8.6+0.01*0.9*1.08*2 (11.784+11.763)*6*1.102/1000 第 21 页，共 60 页 计算式 0.329*8.96 0.141*0.33 0.08*8.96 0.329*6.16 0.141*0.33 0.08*6.16 长度20+22.2+10+16.6+10+21.3+0.7=100.8m 0.2*0.2*5*(50*9+5) 5.2*0.15*100.1 第 22 页，共 60 页 计算式 （4.8*0.5+0.9*0.9/2+2.5*1.15/2+1.35*4）*100.8-0.6*1.2*(0.6+1.5)*8 5.6*3.7*100.8 1.7*1*100.8 见计算表 20*63+20*（16.6+22） 25*63 40*2+(65-1.8)*4 0.07*0.36*332.8 0.76*3.554 (130+86)/2*3.1416*2.986/1000+2.2*1.58+4.837*0.26+0.9*0.9*0.005*7850*2 第 23 页，共 60 页 计算式 =63*1.2 第 24 页，共 60 页 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 10000000 0.0000 一现浇构件 1横梁5 HL1111222249601110 2.98625620 1222024960810 2.46825560 1321425600410 1.20926020 14110385020210 0.6173850 1518119020210 0.3951190 HL2441222249601110 2.98625620 4222024960810 2.46825560 4322524900910 3.85625650 44214256002010 1.20926020 45110439010110 0.6174390 46110611020210 0.6176110 4718119010110 0.3951190 48185903510 0.395590 4916.537024010 0.261370 41016.572012810 0.261720 HL3111222249601110 2.98625620 1222024960710 2.46825560 1322524900810 3.85625650 14214256001910 1.20926020 15110439010110 0.6174390 16110515010110 0.6175150 17110660020210 0.6176600 1818119060610 0.3951190 1916.537012010 0.261370 11016.57206410 0.261720 HL3111222399001110 2.98640780 1222039900710 2.46840700 1222039900410 2.46840700 级钢合计 码头构件钢筋工程量计算书 级钢合计 级钢合计 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 1322539900810 3.85640900 14214406001910 1.20941300 1421440600210 1.20941300 15110550016110 0.6175500 15110515016110 0.6175150 16110660032210 0.6176600 16110410020110 0.6174100 1718119081010 0.3951190 1718149016110 0.3951490 GHL1111222249001110 2.98625560 1222024900510 2.46825500 1322524900910 3.85625650 14214256002110 1.20926020 15110695025010 0.6176950 16110297012610 0.6172970 1718119075010 0.3951190 1916.537012010 0.261370 11016.57206410 0.261720 GHL1111222199001110 2.98620340 1222019900510 2.46820300 1322519900910 3.85620400 14214206002110 1.20920880 15110695020210 0.6176950 16110297010110 0.6172970 1718119070710 0.3951190 GHL1a(2/2a/2b)551222249001110 2.98625560 52220249001010 2.46825500 5322524900910 3.85625650 54214256002010 1.20926020 55110695025010 0.6176950 56110427612610 0.6174276 5718119075010 0.3951190 5916.537012010 0.261370 51016.57206410 0.261720 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 GHL1a111222199001110 2.98620340 12220199001010 2.46820300 1322519900910 3.85620400 14214206002010 1.20920880 15110695020210 0.6176950 16110427610110 0.6174276 1718119070710 0.3951190 GHL2111222399001110 2.98640780 1222019900510 2.46820300 1222029900510 2.46830500 1322539900910 3.85640900 14214406002210 1.20941300 15110695040410 0.6176950 16110297025210 0.6172970 17181190 141410 0.3951190 GHL2a221222399001110 2.98640780 22220299001010 2.46830500 2322539900910 3.85640900 24214406002210 1.20941300 25110695040410 0.6176950 26110297030210 0.6172970 27181190 141410 0.3951190 GHL2b111222399001110 2.98640780 1222039900910 2.46840700 1222029900510 2.46830500 1322539900910 3.85640900 14214406002210 1.20941300 15110695040410 0.6176950 16110297015110 0.6172970 16110337020110 0.6173370 17181190 141410 0.3951190 二预制纵梁80 L-1121212225960510 2.9865960 1222227271210 2.9867271 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 1232226000510 2.9866000 12421259001010 0.8885900 1252225000210 2.9865000 12611034705210 0.6173470 12711022002610 0.6172200 128183905210 0.395390 1291322370210 6.3182370 L-2121212225060510 2.9865060 1222226371210 2.9866371 1232225100510 2.9865100 12421250001010 0.8885000 1252225000210 2.9865000 12611034704210 0.6173470 12711022002110 0.6172200 128183904210 0.395390 1291322370210 6.3182370 L-3121212224560510 2.9864560 1222225871210 2.9865871 1232224600510 2.9864600 12421245001010 0.8884500 1252224000210 2.9864000 12611034703410 0.6173470 12711022001710 0.6172200 128183903410 0.395390 1291322370210 6.3182370 L-46612227360510 2.9867360 622228671210 2.9868891 632227400510 2.9867400 6421273001010 0.8887300 652225000210 2.9865000 6611034706210 0.6173470 6711022003110 0.6172200 68183906210 0.395390 691322370210 6.3182370 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 L-5181812226760510 2.9866760 1812226460510 2.9866460 1822228071210 2.9868291 1822227771210 2.9867771 1832226800510 2.9866800 1832226500510 2.9866500 18421267001010 0.8886700 18421264001010 0.8886400 1852225000210 2.9865000 18611034706010 0.6173470 18711022003010 0.6172200 188183906010 0.395390 1891322370210 6.3182370 L-1a4412225960510 2.9865960 422227271210 2.9867271 432226000510 2.9866000 442125900810 0.8885900 452225000210 2.9865000 4611034705210 0.6173470 4711013002610 0.6171300 48183905210 0.395390 491322370210 6.3182370 L-2a4412225060510 2.9865060 422226371210 2.9866371 432225100510 2.9865100 442125000810 0.8885000 452225000210 2.9865000 4611034704210 0.6173470 4711013002110 0.6171300 48183904210 0.395390 491322370210 6.3182370 L-3a4412224560510 2.9864560 422225871210 2.9865871 432224600510 2.9864600 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 442124500810 0.8884500 452224000210 2.9864000 4611034703410 0.6173470 4711013001710 0.6171300 48183903410 0.395390 491322370210 6.3182370 L-4a2212227360510 2.9867360 222228671210 2.9868891 232227400510 2.9867400 242127300810 0.8887300 252225000210 2.9865000 2611034706210 0.6173470 2711013003110 0.6171300 28183906210 0.395390 291322370210 6.3182370 L-5a6612226760510 2.9866760 612226460510 2.9866460 622228071210 2.9868291 622227771210 2.9867771 632226800510 2.9866800 632226500510 2.9866500 642126700810 0.8886700 642126400810 0.8886400 652225000210 2.9865000 6611034706010 0.6173470 6711013003010 0.6171300 68183906010 0.395390 691322370210 6.3182370 焊接钢筋105622226022.986260 19222248012.986480 三 现浇面板 B-1111214290024810 1.2092900 1211025100910 0.61725400 四预制面板 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 B-21212121438102510 1.2093810 12211026001610 0.6172600 1231161230410 1.5801230 B-2-11212121438102510 1.2093810 12211026001610 0.6172600 1231161230410 1.5801230 1241101100110 0.6171100 125110600810 0.617600 B-2a22121438402510 1.2093840 2211026001610 0.6172600 231161230410 1.5801230 B-2a-122121438402510 1.2093840 2211026001610 0.6172600 231161230410 1.5801230 241101100110 0.6171100 25110600810 0.617600 B-31212121438102110 1.2093810 12211021501610 0.6172150 1231161230410 1.5801230 B-3-11212121438102110 1.2093810 12211021501610 0.6172150 1231161230410 1.5801230 1241101100110 0.6171100 125110600810 0.617600 B-3a22121438402110 1.2093840 2211021501610 0.6172150 231161230410 1.5801230 B-3a-122121438402110 1.2093840 2211021501610 0.6172150 231161230410 1.5801230 241101100110 0.6171100 25110600810 0.617600 B-41212121438103410 1.2093810 12211034501610 0.6173450 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 1231161230410 1.5801230 1241101100110 0.6171100 125110600810 0.617600 B-4a22121438403410 1.2093840 2211034501610 0.6173450 231161230410 1.5801230 241101100110 0.6171100 25110600810 0.617600 B-4b2424121441002510 1.2094100 24211025501810 0.6172550 2431161230410 1.5801230 2441101100110 0.6171100 245110600810 0.617600 B-566121438103110 1.2093810 6211031501610 0.6173150 631161230410 1.5801230 B-5-166121438103110 1.2093810 6211031501610 0.6173150 631161230410 1.5801230 641101100110 0.6171100 65110600810 0.617600 B-5a11121438403110 1.2093840 1211031501610 0.6173150 131161230410 1.5801230 B-5a-111121438403110 1.2093840 1211031501610 0.6173150 131161230410 1.5801230 141101100110 0.61711000.617600 B-61818121438102910 1.2093810 18211030001610 0.6173000 1831161230410 1.5801230 B-6-11818121438102910 1.2093810 18211030001610 0.6173000 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 1831161230410 1.5801230 1841101100110 0.6171100 185110600810 0.617600 B-6a33121438402910 1.2093840 3211030001610 0.6173000 331161230410 1.5801230 B-6a-133121438402910 1.2093840 3211030001610 0.6173000 331161230410 1.5801230 341101100110 0.6171100 35110600810 0.617600 五码头铺装层 1112166294016710 1.58064060 122166004013410 1.58061160 13216378406710 1.58038480 14216212406710 1.58021560 15110249201510 0.61725220 162164494014810 1.58045740 172165494011110 1.58055900 182166494014210 1.58066220 排水孔加固9494182121610110 0.8881610 9419212800810 0.888800 六护轮槛 112021288000410 0.88889200 121212110044610 0.8881100 七水平撑 10101122251201010 2.9865120 101211013702410 0.6171370 八靠船构件 K1/K122122545301010 3.8564530 222223030810 2.9863030 232223590410 2.9863590 2411023202210 0.6172320 252227601010 2.986760 271222770210 2.9862770 28110480610 0.617480 291101900410 0.6171900 K299122545301010 3.8564530 922223030810 2.9863030 932223590410 2.9863590 序 号 构部件名称 数 量 序 号 类 别 直 径 长度 (mm) 含 量 搭接 倍数 单重 计算 长度 码头构件钢筋工程量计算书 9411023202210 0.6172320 962229501010 2.986950 971222770210 2.9862770 981104801210 0.617480 9101102600410 0.6172600 九预制空心板 18.9m4040118189202210 0.39519080 4021816510410 0.39516670 403181689410 0.3951689 4041825449210 0.3952544 40521236402210 0.8883640 4061812109210 0.3951210 4062121036810 0.8881036 4071892222710 0.395922