桥梁梁板工程量计算(陈福祥计算部份)

1、黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)s15.2边跨边梁梁胁预应力N1=26.29*8*1.1011.101231.56245557.44123994.64N2=26.26*8*1.101231.30245551.20N3=26.22*8*1.101230.95245542.80边跨中梁梁胁预应力N1=26.29*8*1.

2、101231.564811114.88N2=26.26*8*1.101231.304811102.40N3=26.22*7*1.101202.08489699.84中跨边梁梁胁预应力N1=26.32*8*1.101231.83286491.24N2=26.29*8*1.101231.56286483.68N3=26.25*7*1.101202.31285664.68中跨中梁梁胁预应力N1=26.32*7*1.101202.855611359.60N2=26.29*7*1.101202.625611346.72N3=26.25*7*1.101202.315611329.36顶板负弯矩(中跨中跨)

3、N4=6.61*3*4*1.10187.33484191.84N5=11.61*2*4*1.101102.26484908.48顶板负弯矩(边跨中跨)N4=6.61*3*4*1.10187.33726287.76N5=11.61*2*4*1.101102.26727362.72OVM15-8锚具预制边跨边梁=6(套)24144套448套预制边跨中梁=4(套)48192套预制中跨边梁=4(套)28112套预制中跨中梁=0(套)560套OVM15-7锚具预制边跨边梁=0(套)240套488套预制边跨中梁=2(套)4896套预制中跨边梁=2(套)2856套黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量

4、计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)预制中跨中梁=6(套)56336套D内=80mm波纹管预制边跨边梁=73.97m241775.28m5527.56m预制边跨中梁=49.35m482368.80m预制中跨边梁=49.41m281383.48m预制中跨中梁=0m560.00mD内=70mm波纹管预制边跨边梁=0m240.00m6019.32m预制边跨中梁=24.6

5、2m481181.76m预制中跨边梁=24.65m28690.20m预制中跨中梁=74.06m564147.36m黄黄泥泥坳坳大大桥桥预预制制主主梁梁梁梁胁胁钢钢筋筋工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋预制主梁梁胁：边跨边梁11=24.5*16*0.6170.617241.86245804.6458460.1612=22.00*4*0.61754.30241303.2013=0.23*83*0.61711.7824282.7214=0.37*20*0.6174.5724109.6815=0.62*20*0.6177.6524

6、183.6016=1.24*2*0.6171.532436.7217=0.44*20*0.6175.4324130.3218=0.16*490*0.61748.37241160.88预制主梁梁胁：边跨中梁11=24.50*16*0.617241.864811609.2812=22.00*4*0.61754.30482606.4013=0.23*83*0.61711.7848565.4414=0.37*20*0.6174.5748219.36OVM15-7锚具488套黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m4

7、25m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)15=0.62*20*0.6177.6548367.2017=0.44*20*0.6175.4348260.6418=0.16*490*0.61748.37482321.76预制主梁梁胁：中跨边梁11=24.50*16*0.617241.86286772.0812=22.00*4*0.61754.30281520.4013=0.23*83*0.61711.7828329.8414=0.37*20*0.6174.5

8、728127.9615=0.62*20*0.6177.6528214.2016=1.24*4*0.6173.062885.6817=0.44*20*0.6175.4328152.0418=0.16*490*0.61748.37281354.36预制主梁梁胁：中跨中梁11=24.50*16*0.617241.865613544.1612=22.00*4*0.61754.30563040.8013=0.23*83*0.61711.7856659.6814=0.37*20*0.6174.5756255.9215=0.62*20*0.6177.6556428.4017=0.44*20*0.6175.4

9、356304.0818=0.16*490*0.61748.37562708.7212 钢筋预制主梁梁胁：边跨边梁4=4.80*28*0.8880.888119.35242864.40230542.404=4.88*28*0.888121.34242912.165=4.06*162*0.888584.062414017.445=3.46*2*0.8886.1424147.366=4.85*34*0.888146.43243514.3210 钢筋0.61758460.16预制主梁梁胁：边跨中梁黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为4

10、25m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)6=4.25*2*0.8887.5524181.207=1.92*96*0.888163.68243928.328=1.62*163*0.888234.49245627.769=1.66*46*0.88867.81241627.4410=1.34*10*0.88811.9024285.60预制主梁梁胁：边跨中梁4=4.80*28*0.888119.35485728.804=4.88*28*

11、0.888121.34485824.325=4.06*162*0.888584.064828034.885=3.46*2*0.8886.1448294.726=4.85*34*0.888146.43487028.646=4.25*2*0.8887.5548362.407=1.92*96*0.888163.68487856.648=1.62*163*0.888234.494811255.529=1.66*46*0.88867.81483254.8810=2.05*10*0.88818.2048873.60预制主梁梁胁：中跨边梁4=4.88*56*0.888242.67286794.765=4.0

12、6*164*0.888591.272816555.566=4.85*36*0.888155.04284341.127=1.92*96*0.888163.68284583.048=1.62*163*0.888234.49286565.729=1.66*46*0.88867.81281898.6810=1.34*20*0.88823.8028666.40预制主梁梁胁：中跨中梁4=4.88*56*0.888242.675613589.5212 钢筋预制主梁梁胁：边跨边梁0.888230542.40黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为

13、425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)5=4.06*164*0.888591.275633111.126=4.85*36*0.888155.04568682.247=1.92*96*0.888163.68569166.088=1.62*163*0.888234.495613131.449=1.66*46*0.88867.81563797.3610=2.05*20*0.88836.41562038.9620 钢筋预制主梁梁胁：

14、边跨边梁2=1.37*2*2.4662.4666.7624162.2453718.403=23.20*4*2.466228.84245492.163a=23.20*2*2.466114.42242746.08预制主梁梁胁：边跨中梁2=2.05*2*2.46610.1148485.283=23.20*4*2.466228.844810984.323a=23.20*2*2.466114.42485492.16预制主梁梁胁：中跨边梁2=1.37*4*2.46613.5128378.283=21.60*4*2.466213.06285965.683b=21.60*2*2.466106.53282982

15、.84预制主梁梁胁：中跨中梁2=2.05*4*2.46620.22561132.323=21.60*4*2.466213.065611931.363b=21.60*2*2.466106.53565965.6822 钢筋预制主梁梁胁：边跨边梁1=2.09*2*2.9842.98412.4724299.2811463.243c=1.98*6*2.98435.4524850.80预制主梁梁胁：边跨中梁1=2.05*2*2.98412.2348587.043c=1.98*6*2.98435.45481701.60预制主梁梁胁：中跨边梁1=2.09*4*2.98424.9528698.6012 钢筋0.

16、888230542.40预制主梁梁胁：中跨中梁黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)3c=1.98*12*2.98470.90281985.20预制主梁梁胁：中跨中梁1=2.05*4*2.98424.47561370.323c=1.98*12*2.98470.90563970.40黄黄泥泥坳坳大大桥桥桥桥面面板板钢钢筋筋工

17、程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋桥面板：边跨边梁3=24.52*22*0.6170.617332.83247987.9268461.564=0.70*122*0.61752.69241264.565=0.40*186*0.61745.90241101.60桥面板：中跨边梁3=24.96*22*0.617338.81289486.684=0.70*121*0.61752.26281463.285=0.40*186*0.61745.90281285.20桥面板：边跨中梁3=24.52*18*0.617272.324813071

18、.364=0.70*244*0.617105.38485058.245=0.40*248*0.61761.21482938.08桥面板：中跨中梁3=24.96*18*0.617277.215615523.764=0.70*242*0.617104.52565853.125=0.40*248*0.61761.21563427.7616 钢筋桥面板：边跨边梁2=4.32*243*1.581.581658.622439806.88269127.04桥面板：中跨边梁2=4.32*243*1.581658.622846441.36桥面板：边跨中梁2=4.58*243*1.581758.454884405

19、.60桥面板：中跨中梁2=4.58*243*1.581758.455698473.2022 钢筋桥面板：边跨边梁1=2.50*20*2.9842.984149.20243580.8031033.60桥面板：中跨边梁1=2.50*40*2.984298.40288355.2022 钢筋2.98411463.24预制主梁梁胁：中跨边梁黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(k

20、g)片数总重量(Kg) 一座桥钢筋用量(Kg)桥面板：边跨中梁1=2.50*16*2.984119.36485729.28桥面板：中跨中梁1=2.50*32*2.984238.725613368.32黄黄泥泥坳坳大大桥桥现现浇浇湿湿接接缝缝钢钢筋筋工程名称部位编号每道缝计算式单位重(Kg)重量(kg)道数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋现浇湿接缝：边跨3=24.55*12*0.6170.617181.776010906.2027483.704=0.37*122*0.61727.85601671.00现浇湿接缝：中跨3=25.00*12*0.617185.107012957.00

21、4=0.37*122*0.61727.85701949.5016 钢筋现浇湿接缝：边跨2=1.58*243*1.581.58606.636036397.8078861.90现浇湿接缝：中跨2=1.58*243*1.58606.637042464.1022 钢筋现浇湿接缝：边跨1=2.50*7*2.9842.98452.22603133.2010444.00现浇湿接缝：中跨1=2.50*14*2.984104.44707310.80黄黄泥泥坳坳大大桥桥顶顶板板齿齿板板钢钢筋筋工程名称部位编号一个齿板计算式单位重(Kg)重量(kg)齿板个数总重量(Kg) 一座桥钢筋用量(Kg)8 钢筋A型齿板4=

22、1.02*8*0.3950.3953.22240772.801898.405=0.16*40*0.3952.53240607.20B型齿板5=0.16*12*0.3950.76240182.406=0.59*6*0.3951.40240336.0010 钢筋A型齿板锚下钢筋网1=0.80*16*0.6170.6177.902401896.004728.003=0.17*32*0.6173.36240806.40B型齿板锚下钢筋网2=0.60*16*0.6175.922401420.803=0.17*24*0.6172.52240604.8012 钢筋A型齿板1=1.22*12*0.8880.8

23、8813.002403120.0029071.2022 钢筋2.98431033.60黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)2=1.32*32*0.88837.512409002.403=1.72*16*0.88824.442405865.60B型齿板1=1.22*8*0.8888.672402080.802=1.32*3

24、2*0.88837.512409002.40黄黄泥泥坳坳大大桥桥封封锚锚及及锚锚下下钢钢筋筋工程名称部位编号一端封锚或锚下钢筋计算式单位重(Kg)重量(kg)锚端个数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋非连续端锚下1=1.75*18*0.6170.61719.44721399.6842321.362=0.55*102*0.61734.61722491.923=1.52*18*0.61716.88721215.36非连续端封锚4=1.83*6*0.6176.7772487.445=1.50*2*0.6171.8572133.206=0.86*9*0.6174.7872344.16连续

25、端锚下1=1.75*72*0.61777.7424018657.602=0.55*216*0.61773.3024017592.00黄黄泥泥坳坳大大桥桥墩墩顶顶现现浇浇中中横横梁梁钢钢筋筋工程名称部位编号一道墩顶中横梁钢筋计算式单位重(Kg)重量(kg)道数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋墩顶现浇中横梁9=0.94*16*0.6170.6179.2820185.601343.8010=0.91*75*0.61742.1120842.2011=0.40*64*0.61715.8020316.0012 钢筋墩顶现浇中横梁7=0.55*100*0.8880.88848.8420976

26、.802344.408=0.35*220*0.88868.38201367.6016 钢筋墩顶现浇中横梁5=4.54*140*1.581.581004.252020085.0023770.806=4.86*24*1.58184.29203685.8012 钢筋A型齿板0.88829071.20黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量

27、(Kg)20 钢筋墩顶现浇中横梁4=11.26*4*2.4662.466111.07202221.402764.004=0.55*20*2.46627.1320542.6022 钢筋墩顶现浇中横梁1=12.88*4*2.9842.984153.74203074.806906.201=0.55*20*2.98432.8220656.402=0.35*116*2.984121.15202423.003=0.35*36*2.98437.6020752.00黄黄泥泥坳坳大大桥桥横横隔隔板板钢钢筋筋工程名称部位编号一道横隔板钢筋计算式单位重(Kg)重量(kg)道数总重量(Kg) 一座桥钢筋用量(Kg)1

28、0 钢筋非支点横隔板预制部分8=0.21*90*0.6170.61711.6678909.481405.56非支点横隔板现浇部分8=0.21*15*0.6171.9478151.32端支点横隔板预制部分8=0.23*30*0.6174.261251.1213=0.21*96*0.61712.4412149.28端支点横隔板现浇部分8=0.23*30*0.6174.261251.1213=0.21*60*0.6177.771293.2412 钢筋非支点横隔板预制部分4=2.05*56*0.8880.888101.94787951.3238048.525=1.13*28*0.88828.10782

29、191.807=3.50*50*0.888155.407812121.20非支点横隔板现浇部分6=0.55*70*0.88834.19782666.827=3.49*30*0.88892.97787251.66端支点横隔板预制部分4=2.05*56*0.888101.94121223.285=1.34*28*0.88833.3212399.847=3.80*30*0.888101.23121214.7612=1.42*48*0.88860.5312726.36黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m

30、525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)14=1.16*18*0.88818.5412222.48端支点横隔板现浇部分6=0.55*70*0.88834.1912410.287=3.80*30*0.888101.23121214.7612=1.42*30*0.88837.8312453.9616 钢筋端支点横隔板预制部分9=2.05*40*1.581.58129.56121554.722895.2410=2.16*20*1.5868.2612819.12端支

31、点横隔板现浇部分11=0.55*50*1.5843.4512521.4025 钢筋非支点横隔板预制部分1=2.05*32*3.853.85252.567819699.6835931.782=1.18*16*3.8572.69785669.82非支点横隔板现浇部分3=0.55*40*3.8584.70786606.60端支点横隔板预制部分1=2.05*24*3.85189.42122273.042=1.39*8*3.8542.8112513.722=2.20*4*3.8533.8812406.56端支点横隔板现浇部分3=0.55*30*3.8563.5312762.36黄黄泥泥坳坳大大桥桥桥桥面

32、面调调平平层层内内钢钢筋筋网网工程名称部位编号一孔桥面钢筋计算式单位重(Kg)重量(kg)孔数*2总重量(Kg) 一座桥钢筋用量(Kg)D8冷轧带肋钢筋桥面调平层(边跨)=24.92*11.50*7.97.9/m22263.981227167.7658965.26桥面调平层(中跨)=25.00*11.50*7.92271.251431797.50支支座座数数量量12 钢筋0.88838048.52端支点横隔板预制部分黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄

33、黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)工程名称类别位置计算式总数量(块) 小计(块)支座GJZF4 250 x450 x66全幅0#台12个,1#墩24个,3#墩24个,4#墩24个,5#墩24个,7#墩24个,8#墩24个,9#墩24个,12#墩24个,13#台12个,216312GJZ 250 x450 x64全幅2#墩24个,6#墩24个,10#墩24个,11#墩24个96支支座座钢钢材材数数量量工程名称 部位编号一个支座单位重(Kg)重量(kg)支座数总重量(Kg) 小计(Kg)20 钢筋G

34、JZF4 300 x450 x80N1=1.6*3*2.472.4711.862162560.903699.07GJZ 300 x450 x78N2=1.6*3*2.472.4711.86961138.18伸伸缩缩缝缝数数量量工程名称类别位置计算式总数量(m)小计(m)伸缩缝D80型0#台全幅2道12.75m2,13#台全幅2道12.75m251.00102.000D160型4#墩全幅2道12.752,8#墩全幅2道12.75251.00伸伸缩缩缝缝钢钢材材数数量量工程名称部位编号一伸缩缝单位重(Kg)重量(kg)伸缩缝道数重量(Kg)小计(Kg)16 钢筋D80型1=12.78*4*1.58

35、1.5880.774323.083752.562=1.95*64*1.581.58197.184788.723=1.83*64*1.581.58185.054740.20D160型1=12.78*4*1.581.5880.774323.082=1.95*128*1.581.58394.3741577.48黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一

36、座桥钢筋用量(Kg)20 钢筋D80型、D160型均有锚筋=0.371*160.371/根5.94423.7623.76A3固定钢板D80型、D161型均有A11020 x4x350钢板:=11.21*111.210/块11.21444.84147.88A21020 x4x250钢板:=8.007*18.008/块8.01432.04A3滑动钢板D80型、D160型均有A1028x4x550钢板:=17.754*117.754/块17.75471.00全全桥桥桥桥面面排排水水材材料料数数量量表表工程名称部位编号一孔一侧桥面排水材料数量计算式单位重(kg)数量孔数总量一座桥用量8补强钢筋桥面排水

37、=1.42*51.42kg/个7.1kg26184.6kg184.6kg泄水管=17.0*517.00kg/个85.0kg262210.0kg2210.0kg栅盖=17.0*517.00kg/个85.0kg262210.0kg2210.0kg泄水钢管=2.0*52.00kg/个10.0kg26260.0kg260.0kg玻纤格栅=0.45*7.50.45kg/m23.4kg2688.4kg88.4kg碎石盲沟=0.006*250.006m3/m0.15m3263.90m33.90m3内内侧侧波波形形护护栏栏钢钢材材数数量量编号工程名称一孔一侧计 算 式重量(kg)位 置孔数总重量(Kg)小计(

38、Kg)6钢管立柱(114x4.5x700)=13*8.506110.58全桥内侧波形梁护栏262875.082875.087立柱帽(118X4)=13*0.4485.82全桥内侧波形梁护栏26151.32151.328波形梁(=3钢板) 中跨=27.52*13.146361.78全桥内侧波形梁护栏269406.2818785.26黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(k

39、g)片数总重量(Kg) 一座桥钢筋用量(Kg)波形梁(=3钢板) 边跨=27.44*13.146360.73269378.989托架(70 x45x488)=13*1.20715.69全桥内侧波形梁护栏26407.94407.9410立柱底座(180 x10 x180)=13*2.54333.06全桥内侧波形梁护栏26859.56859.5611高强螺栓高强螺栓(AM20 x350)=13*0.921611.98全桥内侧波形梁护栏26311.48311.48螺母(AM20)=26*0.06191.61全桥内侧波形梁护栏2641.8641.86垫圈(20)=26*0.02390.62全桥内侧波形

40、梁护栏2616.1216.1212高强螺栓高强螺栓(AM16x35)=65*0.05533.59全桥内侧波形梁护栏2693.3493.34螺母(AM16)=0.0325*1304.23全桥内侧波形梁护栏26垫圈(16)=130*0.01341.74全桥内侧波形梁护栏2645.2445.2413管线预埋件(200 x10 x180)=13*2.82636.74全桥内侧波形梁护栏26955.24955.24内内侧侧波波形形护护栏栏钢钢筋筋数数量量工程名称位 置编号一孔一侧计 算 式单位重(Kg)重量(kg)孔数总重量(Kg)全桥用量(kg)12钢筋全桥内侧波形梁1=0.61*167*0.8880.

41、88890.46262351.9612299.562=0.68*167*0.888100.84262621.843=1.90*167*0.888281.76267325.768全桥内侧波形梁护栏18785.26黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)16钢筋全桥内侧波形梁4=1.08*26*1.581.5844.372611

42、53.621153.628钢筋全桥内侧波形梁(中跨)5=24.95*9*0.3950.39588.70141241.802302.72全桥内侧波形梁(边跨)=24.87*9*0.3950.39588.41121060.9210钢筋全桥内侧波形梁14=26*0.67*0.6170.61710.7526279.50279.50防防撞撞护护栏栏钢钢材材数数量量项目工程名称位置一孔一侧计算式单位重(Kg)重量(kg)孔数总量全桥用量(kg)护栏柱铸钢支架(ZG25)全桥=13*21.2121.21/个275.73267168.987168.98钢管(80X4)中跨=25*7.897.89/m197.2

43、5142761.505120.94边跨=24.92*7.89196.62122359.44高强螺栓(16X350)全桥=0.552*520.552/个28.7026746.20746.20螺母(AM16)全桥=0.0563*520.0563/个2.932676.1876.18垫圈(16)全桥=0.0134*520.0134/个0.702618.2018.20钢板(130X4X170)全桥=13*0.6940.694/个9.0226234.52234.52据缝钢管(70X4X380)全桥=2.474*12.474/个2.472664.2264.22连接螺栓(M16X90)全桥=0.1695*10

44、.1695/个0.17264.424.42黄黄泥泥坳坳大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表黄黄泥泥坳坳大大桥桥: :全全桥桥3 3联联为为425m425m425m425m525m,525m,共共1313跨跨. .黄黄泥泥坳坳大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)防防撞撞护护栏栏钢钢筋筋数数量量工程名称位 置编号一孔一侧计算式单位重(Kg) 重量(kg)孔数总重量(Kg) 小计(Kg)16 钢筋全桥1=1.84*125*1.581.58363.404014536.0036498.002=1.10*125

45、*1.58217.25408690.003=1.68*125*1.58331.804013272.0012 钢筋全桥4=0.74*125*0.8880.88882.14403285.603285.608 钢筋中跨5=24.95*12*0.3950.395118.26242838.244724.32边跨=24.87*12*0.395117.88161886.08梅梅福福塘塘大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表梅梅福福塘塘大大桥桥: :全全桥桥共共4 4联联 每每联联5 5跨跨, ,共共2020跨跨梅梅福福塘塘大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg

46、)片数总重量(Kg)一座桥钢筋用量(Kg)s15.2预制边跨边梁梁肋N1=31.3*9*1.1011.101310.15329924.80245402.08N2=31.27*9*1.101309.85329915.20N3=31.21*9*1.101309.26329896.32预制边跨中梁梁肋N1=31.3*9*1.101310.156419849.60N2=31.27*8*1.101275.436417627.52N3=31.21*8*1.101274.906417593.60预制中跨边梁梁肋N1=31.34*8*1.101276.044813249.92N2=31.31*8*1.1012

47、75.784813237.44N3=31.22*8*1.101274.994813199.52预制中跨中梁梁肋N1=31.34*8*1.101276.049626499.84N2=31.31*7*1.101241.319623165.76N3=31.22*7*1.101240.619623098.56顶板负弯矩：中跨中跨N4=7.11*3*5*1.101117.429611272.32N5=12.11*2*5*1.101133.339612799.68顶板负弯矩：边跨中跨N4=7.11*3*5*1.101117.429611272.32N5=12.11*2*5*1.101133.3396127

48、99.68梅梅福福塘塘大大桥桥主主梁梁梁梁肋肋钢钢筋筋工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋边跨预制边梁梁肋11=29.50*18*0.6170.617327.633210484.16116739.8412=27.00*4*0.61766.64322132.4813=0.23*108*0.61715.3332490.5614=0.37*20*0.6174.5732146.2415=0.62*20*0.6177.6532244.80梅梅福福塘塘大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表梅梅福福塘塘大大桥桥: :全全桥桥共共4

49、4联联 每每联联5 5跨跨, ,共共2020跨跨梅梅福福塘塘大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg)一座桥钢筋用量(Kg)16=1.24*2*0.6171.533248.9617=0.44*24*0.6176.5232208.6418=0.16*580*0.61757.26321832.32边跨预制中梁梁肋11=29.50*18*0.617327.636420968.3212=27.00*4*0.61766.64644264.9613=0.23*108*0.61715.3364981.1214=0.37*20*0.6174.57642

50、92.4815=0.62*20*0.6177.6564489.6017=0.44*24*0.6176.5264417.2818=0.16*580*0.61757.26643664.64中跨预制边梁梁肋11=29.50*18*0.617327.634815726.2412=27.00*4*0.61766.64483198.7213=0.23*108*0.61715.3348735.8414=0.37*20*0.6174.5748219.3615=0.62*20*0.6177.6548367.2016=1.24*4*0.6173.0648146.8817=0.44*24*0.6176.524831

51、2.9618=0.16*580*0.61757.26482748.48中跨预制中梁梁肋11=29.50*18*0.617327.639631452.4812=27.00*4*0.61766.64966397.4413=0.23*108*0.61715.33961471.6814=0.37*20*0.6174.5796438.7215=0.62*20*0.6177.6596734.4010 钢筋边跨预制边梁梁肋0.617116739.84梅梅福福塘塘大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表梅梅福福塘塘大大桥桥: :全全桥桥共共4 4联联 每每联联5 5跨跨, ,共共2020跨跨梅梅福福塘塘大

52、大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg)一座桥钢筋用量(Kg)17=0.44*24*0.6176.5296625.9218=0.16*580*0.61757.26965496.9612 钢筋边跨预制边梁梁肋4=4.80*32*0.8880.888136.40324364.80426080.964=4.88*32*0.888138.67324437.445=4.46*187*0.888740.613223699.525=3.86*2*0.8886.8632219.526=5.25*34*0.888158.51325072.326=4.65

53、*2*0.8888.2632264.327=2.12*96*0.888180.73325783.368=1.62*213*0.888306.41329805.129=1.66*46*0.88867.81322169.9210=1.36*11*0.88813.2832424.96边跨预制中梁梁肋4=4.80*32*0.888136.40648729.604=4.88*32*0.888138.67648874.885=4.46*187*0.888740.616447399.045=3.86*2*0.8886.8664439.046=5.25*34*0.888158.516410144.646=4.

54、65*2*0.8888.2664528.647=2.12*96*0.888180.736411566.728=1.62*213*0.888306.416419610.249=1.66*46*0.88867.81644339.8410=2.05*11*0.88820.02641281.28中跨预制边梁梁肋4=4.88*64*0.888277.344813312.3210 钢筋0.617116739.84中跨预制中梁梁肋梅梅福福塘塘大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表梅梅福福塘塘大大桥桥: :全全桥桥共共4 4联联 每每联联5 5跨跨, ,共共2020跨跨梅梅福福塘塘大大桥桥预预应应力力钢

55、钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg)一座桥钢筋用量(Kg)5=4.46*189*0.888748.534835929.446=5.25*36*0.888167.83488055.847=2.12*96*0.888180.73488675.048=1.62*213*0.888306.414814707.689=1.66*46*0.88867.81483254.8810=1.36*22*0.88826.57481275.36中跨预制中梁梁肋4=4.88*64*0.888277.349626624.645=4.46*189*0.888748.53967185

56、8.886=5.25*36*0.888167.839616111.687=2.12*96*0.888180.739617350.088=1.62*213*0.888306.419629415.369=1.66*46*0.88867.81966509.7610=2.05*22*0.88840.05963844.8020 钢筋边跨预制边梁梁肋2=1.37*2*2.4662.4666.7632216.32100182.083=28.20*4*2.466278.16328901.123a=28.20*2*2.466139.08324450.56边跨预制中梁梁肋2=2.05*2*2.46610.1164

57、647.043=28.20*4*2.466278.166417802.243a=28.20*2*2.466139.08648901.12中跨预制边梁梁肋2=1.37*4*2.46613.5148648.483=26.60*4*2.466262.384812594.243b=26.60*2*2.466131.19486297.12中跨预制中梁梁肋2=2.05*4*2.46620.22961941.1212 钢筋0.888426080.96中跨预制边梁梁肋梅梅福福塘塘大大桥桥梁梁板板钢钢筋筋数数量量计计算算表表梅梅福福塘塘大大桥桥: :全全桥桥共共4 4联联 每每联联5 5跨跨, ,共共2020跨

58、跨梅梅福福塘塘大大桥桥预预应应力力钢钢束束工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg)一座桥钢筋用量(Kg)3=26.60*4*2.466262.389625188.483b=26.60*2*2.466131.199612594.2422 钢筋边跨预制边梁梁肋1=2.09*2*2.9842.98412.4732399.0418341.283c=1.98*6*2.98435.45321134.40边跨预制中梁梁肋1=2.05*2*2.98412.2364782.723c=1.98*6*2.98435.45642268.80中跨预制边梁梁肋1=2.09*4*2.9842

59、4.95481197.603c=1.98*12*2.98470.90483403.20中跨预制中梁梁肋1=2.05*4*2.98424.47962349.123c=1.98*12*2.98470.90966806.40梅梅福福塘塘大大桥桥桥桥面面板板钢钢筋筋工程名称部位编号每片梁计算式单位重(Kg)重量(kg)片数总重量(Kg) 一座桥钢筋用量(Kg)10 钢筋预制边跨边梁桥面板3=29.52*22*0.6170.617400.703212822.40126652.644=0.70*147*0.61763.49322031.685=0.40*222*0.61754.79321753.28预制中

60、跨边梁桥面板3=29.96*22*0.617406.684819520.644=0.70*146*0.61763.06483026.885=0.40*222*0.61754.79482629.92预制边跨中梁桥面板3=29.55*18*0.617328.186421003.524=0.70*294*0.617126.98648126.725=0.40*296*0.61773.05644675.20预制中跨中梁桥面板3=29.96*18*0.617332.749631943.044=0.70*292*0.617126.119612106.5620 钢筋2.466100182.08中跨预制中梁梁肋