钢筋工程量计算书.docx

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1、钢筋工程量计算书工程名称：某办公大楼 第27页 共27页构件名称构件数量钢筋编号钢筋规格简 图单根长度（mm）单个构件根数总根数总长（m）重量（kg）计算表达式及备注基础钢筋1底筋x向2044004417.643.47L=（7200+800）/2-2*40+12*20*2=4400n=(800-200/2*2)/2+1=4面筋y向204000331229.64L=7200/2-2*40+12*20*2=4000n=(500-200/2*2)/200+1=3底筋x向2080040403.27.90L=800/2-2*40+12*20*2=800n=(7200+800-200/2*2)/200+1

2、=40面筋y向20650363623.457.8L=500/2-2*40+12*20*2=650n=(7200-200/2*2)/200+1=364KZ14基础插筋25171093661.56237.01L=500-40+35*25+15*25=1710 n=983593630.06115.73L=500-40+15*25=835 n=9首层纵筋254608.33936165.9638.71L=4550+700-4500/3+35*25=4608.33 n=93103.33936111.72430.11L=4550+700-4550/3=3103.33 n=9中间层纵筋253600936129

3、.6498.96L=3600 n=93600936129.6498.96L=3600 n=9顶层纵筋2533101040132.4509.74L=3600-600-700+1.5*12*25+600-40=3310 n=10196083262.72241.472L=3600-600-700+12*25-600-40=1960 n=8箍筋110259858232602.74371.859L=(700-30*2+600-30*2)*2+11.9*10*2=2598n=(3.55+1-0.6)/3-0.05/0.1+1+0.6+(3.65-0.6)/6+(3.6+0.6)/6/0.1+1*2+0.6

4、+(3.6-0.6)/6/ 0.1+1+3.55+1-(3.55+1-(3.55+1-0.6)/3-(3.65- 0.6)/0.2-1+3.6-(3.6-0.6)/6-(3.6-0.6)/0.6/0.2-1*2=58箍筋2101715.558232397.996245.56L=(600-2*30-2*25-2*10-3*25)/4+(700-2*10)*2+11.9*10*2=1715.5 n=58箍筋31078058232180.96111.65L=600-2*30+11.9*10*2=780 n=58箍筋410150658232349.4215.6L=(700-2*30-2*10-2*25

5、-4*25)/5+(600-2*30)*2+11.9*10*2=1506 n=58KZ1（边柱1）12基础插筋2517109108184.68711.018L= 1710 n=9835910890.18347.193L= 835 n=9首层纵筋254608.239108497.71916.144L= 4608.33 n=93103.339108335.161290.352L=3103.33 n=9中间层纵筋2536009108388.81496.88L=3600 n=936009108388.81496.88L=3600 n=9顶层纵筋253310672238.32917.53L= 3310

6、n=6196012144282.241086.62L=1960 n=12箍筋1102598586961808.211115.67L=2598 n=58箍筋2101715.5586961193.99736.69L=1715 n=58箍筋31078058696542.88334.96L=780 n=58箍筋4101506586961048.18646.73L=1506 n=58KZ1（边柱2）4基础插筋25171093661.56237.01L=1710 n=983593630.06115.73L= 835 n=9首层纵筋254608.37936165.9638.715L= 4608.37 n=9

7、3103.33936111.7430.045L=3103.33 n=9中间层纵筋253600936129.6498.96L=3600 n=93600936129.6498.96L=3600 n=9顶层纵筋25331052066.2254.87L= 3310 n=519601352101.92392.392L= 1960 n=13箍筋110259858232602.74371.89L=2598 n=58箍筋2101715.558232397.996245.563L=1715.5 n=58箍筋31078058232180.96111.65L=780 n=58箍筋410156058232349.42

8、15.6L=1506 n=58KZ14基础插筋25171093661.56237.01L=1710 n=983593630.06115.73L=835 n=9首层纵筋254608.37936165.9638.715L=608.37 n=93103.33936111.7430.045L=3103.33 n=9中间层纵筋253600936129.6498.96L=3600 n=93600936129.6498.96L=3600 n=9顶层纵筋25331062479.44305.84L=3310 n=61960124894.08362.208L=1960 n=12箍筋110259859236613.

9、128378.3L=2598 n=59箍筋2101715.559236404.858249.797L=1715.5 n=59箍筋31078059236184.08113.577L=780 n=59箍筋410150659236355.416219.292L=1506 n=59KZ1中柱16基础插筋2517109144246.24948.024L=1710 n=98359144120.24462.924L=835 n=9首层纵筋254608.379144663.6052554.88L=4608.37 n=93103.339144446.8751720.469L=3103.33 n=9中间层纵筋25

10、36009144518.41995.84L=3600 n=936009144518.41995.84L=3600 n=9顶层纵筋2533109144476.64294.087L=3310 n=919609144282.24174.142L=1960 n=12箍筋1102598599442452.511513.2L=2598 n=59箍筋2101715.5599441619.432999.189L=1715.5 n=59箍筋31078059944736.32454.309L=780 n=59箍筋4101506599441421.66877.1667L=1506 n=59JZL14上部通长钢筋25

11、511906241228.64730.11L=49000-700+(700-30+15*25)*2=51190mm n=6下部通长钢筋25511906241228.64730.11L=49000-700+(700-30+15*25)*2=51190mm n=6箍筋（大）12257032813123371.82994.193L=(500+800)*2-8*40+2*11.9*12=2570mmn=(49800-700-2850)/150+1=328箍筋（小）122133.632813122799.32485.77L=(500-2*30+25)/3*1+25+2*12*2+(800-2*40)*2

12、+11.9*12*2=2133.6mm n=328抗扭筋169480416151.68239.65L=1500-600+2*15*16=9480mm n=4拉筋656.28286114464.06414.094L=500-20*4+11.9*6*2=56.28mmn=(49800-700*9+-18*50)/300+1*2=286JZL210上部通长钢筋25151506609093499.65L=1500-300+2*15*25=15150mm n=6下部通长钢筋25151506609093499.65L=1500-300+2*15*25=15150mm n=6箍筋1122565.691910

13、2334.72073.21L=(500+800)*2-8*40+2*11.9*12=2565.6mmn=2*(6-0.6-0.05*2)/0.15+1+(3.3-0.6-0.05*2)/0.15+1=91箍筋2121276.27919101161.411031.33L=(800-2*40+16)/3*1+16+2*12/2+(500-2*40)+2*11.9/12=1276.27mmn=91根抗扭筋169480440379.2599.136L=15000-600+2*15*16=9480mm n=4拉筋6562.8499855.1512.13L=500-2*40+11.9*6*2=562.8m

14、m n=49JZL31上部通长钢筋2510029.96660.18231.69L=5070*2*3.14*0.25+2*(700-40+15*25)=10029.9mmn=6下部通长钢筋2510029.96660.18231.69L=5070*2*3.14*0.25+2*(700-40+15*25)=10029.9mmn=6腰筋168439.94433.7653.34L=5070*2*3.14*0.25*2*15*16=8439.9mm n=4箍筋1122565.65454138.54123.02L=(500+800)*2-8*40+2*11.9*12=2665.6mmn=(5070*2*3.

15、14*0.25-50*2)/150+1=54箍筋2121720.27545492.8882.48L=(800-2*40+25)/3+25+2*12*2+(500-2*40)*2+ 11.9*12*2=1720.27mmn=(5070*2*3.14*0.25-50*2)/150+1=54KL11上部通长钢筋255190044207.6799.26L=50500-700*2+(700-30+15*25)*2=51900n=4下部通长钢筋255190044207.6799.26L=50500-700*2+(700-30+15*25)*2=51900 n=4箍筋101798316316568.1735

16、0.56L=2*(300+600)-8*30+2*11.9*10=1798n加=(900-50)/10+1*18=180n非=(50500-7000-18*900)/200-1=136n=136+180=316KL21上部通长钢筋255190022103.8399.63L=51900 n=2下部通长钢筋255190044207.6799.26L=51900 n=4箍筋101798316316568.17350.56L=2*(300+600)-8*30+2*11.9*10=1798 n=316端支座负筋2528124411.2543.3L=(6000-700)/3+700-30+15*25=28

17、12 n=4中间支座负筋12575332215.06658.004L=2*(6000-700)/3+700-30+15*25=7533 n=2中支座负筋2第一排254233101042.33162.97L=(6000-700)/3*2+700=4233 n=10第二排253350226.725.79L=(6000-700)/4*2+700=3350 n=2KL31上部通长筋255190022103.8399.63L=51900 n=2下部通长钢筋255190044207.6799.26L=51900 n=4箍筋101798316316568.17350.56L=2*(300+600)-8*30

18、+2*11.9*10=1798 n=316端支座负筋第一排2528124411.2543.30L=(6000-700)/3+700-30+15*25=2812 n=4端支座负筋第二排252370449.4836.5L=(6000-700)/4+700-30+15*25=2370 n=4中支座负筋第一排2575.334430.13116.01L=2*(6000-700)/3+3300+700=7533 n=4中支座负筋第二排2566504426.6102.41L=2*(6000-700)/4+3300+700=6650n=4中支座负筋2第一排2542338833.86130.38L=(6000-

19、700)/3*2+700=4233 n=8第二排2533508826.8103.18L=(6000-700)/4*2+700=3350 n=8KL41上部通长筋25447002289.4344.19L=51900-7200=44700 n=2箍筋101798316316568.17350.56 L=1798 n=316端支座负筋第一排2528124411.24843.3L=(6000-700)/3+700-30+15*25=2812 n=4端支座负筋第二排252370449.4836.5L=(6000-700)/4+700-30-15*25=2370 n=4中间支座负筋1第一排25423388

20、33.86130.38L=2*(6000-700)/3+700=4233 n=8第二排2533508826.88103.18L=2*(6000-700)/4+700=3350 n=8中间支座负筋2第一排2575332215.0758.004L=2*(6000-700)/3+700+3300=7533 n=2第二排2566502213.351.21L=2*(6000-700)/4+700+3300=6650 n=2下部通长筋258980624215.52829.75L=7200-700+(700-30+600-30)*2=8980 n=6L22上部通长筋1652202420.8832.98L=4

21、500-100+2*(200-30+15*16）=5220 n=2下部通长筋1852803631.6863.36L=4500-100+2*(200-30+15*18)=5280 n=3箍筋81450.4234666.7126.35L=2*(250+500)-8*30+2*11.9*8=1450.4n=(4500-2*50)/200+1=23KL52上部通长筋25162902465.16250.87L=15000-600+2*(600-30+15*25)=16290 n=2箍筋10359898196705.21435.11L=2*(300+600)-8*30+2*11.9*10=3598n=(1

22、.5*600-50)/100+1*5+(6000-2*1.5*600)/200+1*2+(3000-2*1.5*6000)/200+1*2=98架立筋1223004818.416.34L=6000/3+150*2=2300 n=4端支座负筋第一排2527454821.9684.55L=(6000-600)/3+600-30+15*25=2745 n=4第二排2522954818.3670.69L=(6000-600)/4+600-30+15*25=2295 n=4中间支座负筋第一排2572002428.8111.88L=2*(6000-600)/3+3000+600=7200 n=2第二排25

23、63002425.297.02L=2*(6000-600)/4+3000+600=6300 n=2KL62上部通长筋25162902465.16250.87L=15000-600+2*(600-30+15*25)=16290 n=2箍筋110359898196705.21435.11L=2*(300+600)-8*30+2*2*11.9*10=3598n=(1.5*600-50)/100+1*5+(6000-2*1.5*600)/ 200+1*2+(3000-2*1.5*600)/200+1*2=98架立筋6562.8499855.1512.134L=500-2*40+11.9*6*2=562

24、.8 n=98/2=49箍筋210359898196705.21435.11L=3598n=(1.5*600-50)/100+1*5+(6000-2*1.5*600)/ 200+1*2+(3000-2*1.5*600)/200+1*2=98端支座负筋第一排2527454821.9684.546L=(6000-600)/3+600-30+15*25=2745 n=4第二排2522954818.3670.686L=(6000-600)/4+600-30+15*25=2295 n=4中间支座负筋第一排2572002428.8110.88L=2*(6000-600)/3+3000+600=7200 n

25、=2第二排2563002425.297.02L=2*(6000-600)/4+3000+600=6300 n=2构造腰筋161488048119.04188.08L=15000-600+2*15*16=14880 n=4KL72上部通长筋25162902465.16250.81L=15000-600+2*(600-30+15*25)=16290 n=2箍筋10259898196705.21435.11L=3598 n=98端支座负筋第一排2527454821.9684.54L=(6000-600)/3+600-30+15*25=2745 n=4中立筋6562.8499855.1512.134L

26、=562.8 n=49第二排2522954818.3670.68L=(6000-600)/4+600-30+15*25=2295 n=4中支座负筋第一排2572002428.8110.88L=2*(6000-600)/3+3000+600=7200 n=2第二排2563002425.297.02L=2*(6000-600)/4+3000+600=6300 n=2抗扭腰筋1615614.448124.91197.37L=15000-600+2*33*16*1.5=15614.4n=4KL82上部通长筋25162902465.16250.87L=15000-600+2*(600-30+15*25)

27、=16290 n=2箍筋10359898196705.208435.11L=2*(300+600)-8*30+2*11.9*10=3598n=(1.5*600-50)/100+1*5+(6000-2*1.5*600)/ 200+1*2+(3000-2*1.5*600)/200+1*2=98端支座负筋第一排2527454821.9684.55L=(6000-600)/3+600-30+15*25=2745 n=4第二排2522954818.3670.68L=(6000-600)/4+600-30+15*25=2295 n=4中间支座负筋第一排2572002428.80110.88L=2*(600

28、0-600)/3+3000+600=7200 n=2第二排2563002425.297.02L=2*(6000-600)/4+3000+600=6300 n=2KL92上部通长筋25162902465.16250.87L=15000-600+2*(600-30+15*25)=16290 n=2箍筋10359898196705.208435.11L=2*(300+600)-8*30-2*11.9*10=3598n=(1.5*600-50)/100+1*5+(6000-2*1.5*600)/ 200+1*2+(3000-2*1.5*600)/200+1*2=98端支座负筋第一排2527454821

29、.9684.55L=(6000-600)/3+600-30+15*25=2745 n=4第二排2522952818.3670.68L=(6000-600)/4+600-30+15*25=2295 n=4中间支座负筋第一排2572002428.8110.88L=2*(6000-600)/3+3000+600=7200 n=2第二排2563002425.297.02L=2*(6000-600)/4+3000+600=6300 n=2WKL14上部通长筋255158028412.641588.66L=50500-700*2+(700-30+600+30)*2=51580 n=2下部通长钢筋25778

30、0361441120.324313.23L=6000-700+(700-30+600-30)*2=7780 n=36下部通长钢筋22550801248243.84938.78L=3300-700+(700-30+600-30)*2=5080 n=6*2=12下部通长钢筋3258980624215.52829.75L=7200-700+(700-30+600-30)*2=8980 n=6端支座负筋第一排25294041647.04181.104L=600-30+600-30+(6000-600)/3=2940 n=4第二排25249041639.84153.38L=600-30+600-30+(

31、6000-600)/4=2490 n=4中间支座负筋第一排2539001664249.6960.96L=(6000-600)/3*2+300=3900 n=16第二排2530001664192739.2L=(6000-600)/4*2+300=3000 n=2*8=16箍筋10179831612642272.671402.24L=(3000+600)*2-8*30+2*11.9*10=1798n加=18*(900-50)/100+1=180n非=(50500-7000-18*900)/200-1=136n=316WKL210上部通长筋2516680220333.61284.36L=15000-

32、600-(600-30+600-30)*2=16680 n=2下部通长钢筋A-B轴25768012120921.63548.16L=6000-600+(600-30+600-30)*2=7680 n=6*2=12B-C轴254680440187.2720.72L=3000-600+(600-30+600-30)*2=4680 n=4端支座负筋第一排252940440117.6452.76L=600-30+600-30+(6000-600)/3=2940 n=4第二排25249044099.6383.46L=600-30+600-30+(6000-600)/4=2490 n=4中间支座负筋第一排

33、253900440156600.6L=(6000-600)/3*2+300=3900 n=4第二排253000440120462L=(6000-600)/3*2+300=3000 n=4抗扭筋1616540440661.61045.33L=15000-600+(800-30+600-300)*2=16540 n=4箍筋10179811211202013.761242.49L=(300+600)*2-8*30+2*11.9*10=1798n加=6*(900-50)/100+17=57n非加=3*(6000-600-900*2)/200-1+(3300-600-900*2)/200-1+(3300

34、-600-900*2)/200-1=55n=57+55=112拉筋6562.8499855.1512.15L=500-2*40+11.9*6*2=562.8 n=98WB11底筋X1073264949358.97221.49L=(7200-300)+2*150+2*6.25*10=7326n=(600-150-120/2*2)/120+1=49底筋Y1062756969432.98267.15L=6000-150+300+2*6.25*10=6275n=(7000-300-100/2*2)/100+1=69中间支座负筋10426559118503.27310.52L=1800+300+800+

35、2*(150-2*15)*2*6.25*10=4265n=59*2=118中间支座负筋1228207070197.4175.29L=1650+300+1200/2+(150-2*15)*2*6.25*12=2820n=70分布筋82550204010240.29L=6000-150-1800*2+1500*2=2550 n=10*4=40分布筋836003232115.245.5L=7200-300-2*1800+150*2=3600 n=32WB24底筋X向106325592361492.7921L=(6000+50-150)+2*150+2*6.25*10=6325 n=236底筋Y向10

36、6275592361480.9913.72L=5850+2*150-2*6.25*10=6275 n=236端支座负筋102480803201968.131214.33L=300-15+15*10+(150-2*15)+1800+2*6.25*10=2480 n=320WB11底筋X向10732549492512.481550.2L=(7200-300)+2*150*150+2*6.25*10=7325 n=49底筋Y向1062756969432.975267.15L=5850+2*150+2*6.25*10=6275 n=69端支座负筋1024804747116.5671.92L=300-15+15*10+1800+(150-2*15)*2*6.25