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1、序号部位构件名称规格形 状根数单根长/m总长/m单位重Kg/m重量/Kg1刃脚刃脚2569.1254.723.85210.67222568.6251.723.85199.1223283037.611284.845459.5204323614.07506.526.323201.2065323613.87499.326.323155.702618129.82117.842235.680718129.32111.842223.6808181213.57162.842325.6809181213.37160.442320.8801082500.761900.39575.05011161901.8342
2、1.58540.360121668.8252.921.5883.614131668.3249.921.5878.8741 沉井-58003214814.072082.366.32#23214813.872052.766.3212973.4432811437.64286.44.84#1 沉井-58002515013.9220883.858038.80022515013.7220583.857923.30032212037.645122.98#41823016.753852.527705.00051819314270225404.000钢筋工程量计算书一、泵房沉井15015088201501508
3、320205020508820+115050050088205005008320220022008320+1150220022008320+650205020508820+6508080600800+100+90088208320220022008320+1000205020508820+1000220022008320+1000205020508820+1000800+800+430+12920+400+140012200+14004007070*2+800*2640*87570*2+800*27070*2+800*2640*87570*2+800*27070*2+800*2640*8757
4、0*2+800*2序号部位构件名称规格形 状根数单根长/m总长/m单位重Kg/m重量/Kg钢筋工程量计算书1 压顶2588.8270.563.85271.65622588.3266.563.85256.2561刃角254813.1628.83.852420.8801隔墙 1预埋22922.3211.62.98630.5682209211.61067.22.4682633.85032021210.322187.842.4685399.589425410.3241.283.85158.9281隔 墙 2 隔 墙 216422841.58132.7202164211.6487.21.58769.77
5、63161403.65041.58796.32042543.112.43.8547.7401水槽预埋18276255221104.000216703.42381.58376.040316703.84268.81.58424.704416805.81464.81.58734.38452547.630.43.85117.04062582.822.43.8586.24071863.3420.04240.080816247.51801.58284.400916502.21101.58173.8001沉井底板20477.5352.52.468869.9702185073502700.000122717.
6、5532.52.981586.8502207675322.4681312.97661408820832012200+900180050010600+7003005005008320+10005005008320+1000150050010600+7003002502503100310018002002900500200+3340+300200+3340+2270760028003340750075002200700075007000序号部位构件名称规格形 状根数单根长/m总长/m单位重Kg/m重量/Kg钢筋工程量计算书12*L4(1)1686.5452.321.58 82.66621286.1
7、449.120.888 43.61938601.4285.20.395 33.65442*L5(1)16126.5478.481.58 123.9985121246.54 810.960.888 720.132681201.84220.80.395 87.21672*L6(1)1683.3426.721.58 42.21888221.2226.840.395 10.6029L1(3)1645.8623.441.58 37.03510824.51.3633.320.395 13.1611116L1(3)=L2(1)+L3(245.8623.441.58 37.035128L1(3)=L2(1)+
8、L3(324.51.3633.320.395 13.16113B8107.37.5802.850.395 317.12714B8100.78.0803.320.395 317.3111510854.7396.10.617 244.394168854.6387.60.395 153.1021710478.46397.620.617 245.332188858.36710.60.395 280.6871981061.8190.80.395 75.3662016410.6642.641.58 67.371211888.9671.682 143.360221288.3666.880.888 59.38
9、9238481.5720.395 28.440241684.9639.681.58 62.694251284.5636.480.888 32.394沉井顶板梁沉井顶板WKB2*WKL1(1)2*WKL2(1)WKLL2(1)+L3(2)2002006140440190200200614020020061406140540300150150314025025051604040740020020045609009008360+50036024061021046021034019040407900505045604040836045608360300300836083604560序号部位构件名称规格
10、形 状根数单根长/m总长/m单位重Kg/m重量/Kg钢筋工程量计算书261242.811.20.888 9.946278121.5180.395 7.11028YPL2535.3616.083.85 61.908292224.569.122.98 27.178301244.5618.240.888 16.197318391.4456.160.395 22.18332YP-1833.52.1271.020.395 28.053338271.437.80.395 14.931348143.8654.040.395 21.34635女儿墙压顶81270.5164.770.395 25.5843684
11、13.252.80.395 20.85638JZL1(1B)81762.57452.320.395 178.6663916209.26185.21.58 292.616401688.7670.081.58 110.7264181760.66116.160.395 45.883422*JZL2(1B)81762.57452.320.395 178.6664318209.61922 384.000441688.7670.081.58 110.726458920.6660.720.395 23.984462*JZL3(3B)83362.17729.120.395 288.00247162017.66
12、353.21.58 558.0564816817.16 137.281.58 216.9024981700.66112.20.395 44.31950JZB144517.66794.71.21 961.587二、配电房2*WKL2(1)50011501150460210400400456045604560505013008080350386048016030030044003003008200860345300300876087608603453003008760876010010046010010046066034525025016560+60016560+60010010046087602
13、5025016560+6002120序号部位构件名称规格形 状根数单根长/m总长/m单位重Kg/m重量/Kg钢筋工程量计算书5114849.26 777.841.21 941.18652144517.16772.21.21 934.3625314848.76 735.841.21 890.36654121682.86 480.480.888 426.6665512902.56230.40.888 204.5955612903.43060.888 271.72857DQL14816.56 132.481.21 160.301581488.1665.281.21 78.98959821912190
14、.395 86.50560KZ116646.3403.21.58 637.0566183201.65120.395 202.2406283200.58185.60.395 73.31263WKBWKB84915.46 757.540.395 299.2286481017.36 743.360.395 293.6276587315.2611140.395 440.0226681517.16 1081.20.395 427.058678743.12 230.880.395 91.19868WKLWKL1(1)8401.7680.395 26.860691657.7638.81.58 61.3047
15、01247.1628.640.888 25.432712*WKL2(1)8801.71360.395 53.720721647.7631.041.58 49.043732047.9631.842.4778.645741827.9615.92231.840751287.1657.280.888 50.865761682.721.61.58 34.128771442.710.81.2113.0683003008760876020020024602002002160200200300050050071602601602002005900360360100100380100100716014960+3
16、00716010010029205602102002007160716056021030030071604004007160400400716071602400300240030016560+60050050014960+60050050014960+300序号部位构件名称规格形 状根数单根长/m总长/m单位重Kg/m重量/Kg钢筋工程量计算书78WKL3(1)8401.7680.395 26.860791627.7615.521.58 24.522801827.8615.72231.440811417.767.761.219.390821247.1628.640.888 25.432832*
17、WKL4(3)81921.52880.395 113.7608416816.16 129.281.58 204.2628512815.46 123.680.888 109.82886YPL-12536.218.63.85 71.610872225.410.82.98 32.184881245.421.60.888 19.181898551.4479.20.395 31.28490YP-18212.1244.520.395 17.585918171.423.80.395 9.401928142.3633.040.395 13.05193YPL-22535.7617.283.85 66.52894
18、2224.969.922.98 29.562951244.9619.840.888 17.618968511.4473.440.395 29.00997YP-28212.1244.520.395 17.585988171.423.80.395 9.401998142.3633.040.395 13.051100女儿墙压62230.46102.580.222 22.773101827.7615.520.395 6.1301028216.0632.120.395 12.68756021030030071603503507160300300716071604602104004005400540054
19、00505011602360480160100100260300300716030030014960+60014960+50040040049604960496050501160236048016030030014960+50021202120序号部位构件名称规格形 状根数单根长/m总长/m单位重Kg/m重量/Kg钢筋工程量计算书钢筋工程规格本章汇总/kg6:22.778:4598.0410:489.7312:2033.0214:3989.2516:7147.3518:16649.6420:10295.0322:15752.1025:19930.6828:26205.7032:32490.87139604.17HPB235HPB335总计/kg