[毕业设计]办公楼建筑工程量计算及施工组织设计(含图纸)

[毕业设计]办公楼建筑工程量计算及施工组织设计(含图纸)
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[毕业设计]办公楼建筑工程量计算及施工组织设计(含图纸)

G=3.3*8*3.85*8=813.12Kg

G=0.395*l*n*8=54.61Kg

c.钢筋小计:813.12+54.61=867.73Kg

武汉第二福利院污水处理厂建设工程施工组织设计方案G=3.6*(4*2.47+1*2.0+2*3.85)8=563.904Kg

G=0.395*l*n*8=63.64Kg

c.钢筋小计:563.904+63.64=627.546Kg

G=3.0*8(6*2.98+2*2.47+4*3.85)*8=917.28Kg

G=0.395*l*n*8=43.482Kg

c.钢筋小计:917.28+43.482=960.762Kg

G=2.1*(2*1.21+2*1.58+2*0.888)*8=123.581Kg

G=0.398*l*n*8=40.50Kg

c.钢筋小计:123.581+40.50=164.082Kg

G=4.8*(5*1.58+1*1.21)*32=1399.296Kg

G=0.398*l*n*8=84.376Kg

c.钢筋小计:1399.296+84.376=1483.672Kg

G=3.3*(2*0.888+3*1.58+2*2.0)*8=277.622Kg

G=0.398*l*n*8=60.751Kg

c.钢筋小计:277.622+60.751=338.373Kg

G=2.4*(5*1.58+1*2.47)*10=248.88Kg

G=0.398*l*n*10=39.322Kg

c.钢筋小计:248.88+39.322=288.202Kg

G=2.1*(2*0.888+2*2.0+2*2.47)*6=135.022Kg

G=0.398*l*n*6=30.948Kg

c.钢筋小计:135.022+30.948=165.971Kg

G=5.1*(3*2.0+2*2.47)*6=334.764Kg

G=0.398*l*n*6=74.792Kg

c.钢筋小计:334.764+74.792=409.56Kg

G=4.5*(4*2.0+4*1.58)*6=386.64Kg

G=0.398*l*n*6=49.288Kg

c.钢筋小计:386.64+49.288=165.971Kg

钢筋总计:19097.19Kg

V=0.4*0.25*3.3*10+0.45*0.25*5.1*12+0.3*0.25*4.8*16+0.35*0.25*4.8*16+0.45*0.25*10.2*6+0.4*0.25*13.2*3+0.3*0.25*2.4*5

+0.3*0.25*3.3*2

2.2.3楼板:现浇楼板

S=6.6*(2.1+3.0+2.1+1.5+1.5)*2+4.8*(3.0+2.1+1.5)*8+3.3*(3.0+2.1+1.5*3)*2+2.4*(3.0+2.1+1.5*3)*2+4.8*(3.0+2.1+1.5*3)+3.0*3.9+3.6*(3.9+2.4+1.5)

钢筋总计:G=9854.2Kg

2.3三层柱、梁、楼板工程量

G=(52+39+55+21)*18+(38+28+21+33)*6+(49+57+151+93)*8+(113+96+291+598)*4+(79+67+13+11)*2+(29+22+27+12)*2+(89+47+26+49)*2

S=[(0.35*2+0.25)*(2.1+3)*6+3.3*(0.25+0.3*2)*10+4.8*(0.25+0.35*2)*12+(2.1+1.5)*(0.25+0.45*2)*5+4.8*(0.25+0.3*2)*4+(1.5+1.5)*(0.25+0.45*2)*2+3.3*(0.25+0.45*2)*2]*2+(2.4+4.8+2.4)*(0.25+0.6*2)+(2.4+4.8+2.4)*(0.25+0.35*2)+(1.5+2.1)*(0.25+0.35*2)*2

G=(3+2.1)*(4*2.47+2*1.58+1*1.21)*8=581.0Kg

G=0.398*l*n*8=74.0Kg

c.钢筋小计:581.0+74.0=655.0Kg

G=(3+2.1)*(4*2+4*2.98+1*2.47)*4=458.2Kg

G=0.398*l*n*4=46.0Kg

c.钢筋小计:458.2+46.0=504.2Kg

G=[3*(2*2.47+4*3.85+2*3.85+2*2.98)]*6=612.0Kg

G=0.398*l*n*6=32.90Kg

c.钢筋小计:612.0+32.90=644.9Kg

G=3*(2*2+4*2.98+2*2.98+2*2.47)*2=146.1Kg

G=0.398*l*n*2=11.00Kg

c.钢筋小计:146.1+11.00=157Kg

G=(2.1+1.5)*(2*2.47+1*3.85+2*2.47)*4=198.0Kg

G=0.398*l*n*4=27.70Kg

c.钢筋小计:198.0+27.70=225.7Kg

G=2.1*(2*2+2*2.98+1*2.47+2*2+2*2.98)*10=470.19Kg

G=0.398*l*n*10=50.63Kg

c.钢筋小计:470.19+50.63=520.82Kg

G=(3.3+3.3)*(2*3.85+3*3.85+2*2.472+2*2)*6=1116.32Kg

G=0.398*l*n*6=132.35Kg

c.钢筋小计:1116.32+132.35=1248.67Kg

G=4.8*(2*2.47+1*1.21+2*2.47+3*1.58)*8=607.87Kg

G=0.398*l*n*8=68.46Kg

c.钢筋小计:607.87+68.46=676.33Kg

G=4.8*(2*2.47+1*1.21+2*2.47+3*1.58)*16=1215.74v

G=0.398*l*n*16=136.91Kg

c.钢筋小计:1215.74+136.91=1352.65Kg

G=4.8*(2*1.58+1*1.21+2*1.58)*8=289.15Kg

G=0.398*l*n*8=60.50Kg

c.钢筋小计:289.15+60.50=349.65Kg

G=3.3*(2*1.58+3*1.58)*4=104.28

G=0.398*l*n*4=30.38Kg

c.钢筋小计:104.28+30.38=134.66Kg

G=2.1*(2*0.888+2*1.21)*4=35.25Kg

G=0.398*l*n*4=20.25Kg

c.钢筋小计:35.25+20.25=55.5Kg

G=(2.4*2+4.8)*(2*2+1*1.21+2*2+3*1.58)*1=133.92

G=0.398*l*n*1=16.77Kg

c.钢筋小计:133.92+16.77=150.69Kg

G=(2.4*2+4.8)*(2*2.98+2*2+2*2.98*2+1*2.47)*1=233.76Kg

G=0.398*l*n*1=26.52Kg

c.钢筋小计:233.76+26.52=260.28Kg

G=1.5*(3*1.21+2*1.21+3*1.58)*2=32.37Kg

G=0.398*l*n*2=6.16Kg

c.钢筋小计:32.37+6.16=38.53Kg

钢筋总计:17026.54Kg

V=(0.35*0.25*5.1*6+3.3*0.25*0.3*10+4.8*0.25*0.35*12+

3.6*0.25*0.45*5+4.8*0.25*0.3*4+3*0.25*0.45*2

+3.3*0.25*0.45*2*2+9.6*0.25*0.6+9.6*0.25*0.35

+3.6*0.25*0.35

2.3.3楼板:现浇混泥土板

S=3.3*5.1*8+4.8*3.6*8+3.0*4.8*8+2.1*4.8*8+1.5*3*3+3.3*4.5*5

+3.3*5.1*5+3.3*2.1*2+2.4*3.6*2+4.8*3.6

门面积:Sm=1.2*2.1*1+0.9*2.1*16=40.47m2

窗面积:Sc=12*2.4*1.8+10*1.5*1.8+1*2.4*0.9=162m3

V=0.24S=0.24*2147.35=542.627m3

S抹灰=2S=2*2147.35=4294.69m2

底面抹灰:V=FH=0.01*1508=15.08m3

门面积:Sm=10*0.9*2.1+2*1.5*2.1+2*1.2*2.1=40.47m2

泰州市建设工程施工现场围挡示范图 集(2020年第一版)(泰州市住房和城乡建设局).pdf窗面积:Sc=12*2.4*1.8+10*1.5*1.8+2*1.2*1.2=162m2

V=0.24S=0.24*2147.35=542.627m3

S抹灰=2S=2*2147.35=4294.69m2

底面抹灰:V=FH=0.01*1508=15.08m3

飘窗板悬挑脚手架施工方案防水层:S=1508m2

细石混泥土屋面:V=1508*0.05=29.54m3

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