工程量计书带计算过程公式文档格式.docx
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G=12.8*12.13*0.888*145*1.02=3014.37Kg
G=8.076*12.8*145*1.02=2108.81Kg
3014.37+2108.81=5123.18Kg
J4:
共148根
V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*148=580.70m3
G=12.8*13*0.888*148*1.02=2411.50Kg
G=8.076*12.8*148*1.02=1087.04Kg
2411.50+1087.04=3498.54Kg
桩基工程量总计:
桩-混凝土:
V=2032.71m3
桩-钢筋:
G=69339Kg
第二章钢筋混凝土工程
2.1地梁工程量
模板:
S=(2.1+3.0)*0.35*2*8+6.6*0.35*2*4+4.8*2*16*0.35+(3.0+2.1+1.5)*0.4*2*6+(3.0+2.1)*0.35*2*6+(3.3+2.4)*0.3*2*6+
4.5*0.4*2*6+3.9*0.35*2*5+3.6*0.5*2*2+3.0*0.5*2*2
=668.61m3
钢筋:
DL1:
8根
a.主筋:
G=[(3.0+2.1)*1.21*6*5.1*1.58*4]*8=554.06Kg
l=[(0.3-0.06)+(0.35-0.06)]*2-0.1=0.96
n=(5.1-0.060)/0.20+1=25.2
G=0.395*l*n*8=72.81Kg
c.钢筋小计:
554.06+72.81=626.87Kg
DL2:
4根
G=[6.6*2.98*4+6.6*2.47*2+6.6*2.0*2+6.6*1.58*2]*4=634.13Kg
n=(6.6-0.060)/0.20+1=31
G=0.395*l*n*4=47.02Kg
634.13+47.02=681.15Kg
DL3:
6根
a.主筋
G=[(3.0+2.1+1.5)*4*2.47+(3.0+2.1+1.5)*4*2.0+(3.0+2.1+1.5*2*1.58)]*6=833.18Kg
l=[(0.3-0.06)+(0.4-0.06)]*2-0.10=1.06
n=[(3.0+2.1+1.5)-0.60]/0.20+1=31
G=0.395*l*n*6=77.88Kg
833.18+77.88=911.06Kg
DL4:
16根
a.主筋:
G=(4.8*4*1.21+4.8*2*2.0+4.8*4*1.58)*16=1164.29Kg
l=[(0.3-0.06)+(0.35-0.06)]*2-0.10=0.96
n=(4.8-0.60)/0.20+1=18
G=0.395*l*n*16=109.21Kg
1164.29+109.21=1273.50Kg
DL5:
6根
G=(3.0+2.1)*(2*2.0+2*1.21+2*1.58+4*1.58)*6=486.54Kg
l=[(0.3-0.06)+(0.45-0.06)]*2-0.10=1.16
n=[(3.0+2.1)-0.60]/0.20+1=23.5
G=0.395*l*n*6=65.98Kg
486.54+65.98=552.52Kg
DL6:
G=1.5*3*(3*2.0+5*1.58)*6=375.3Kg
n=(1.5*3-0.60)/0.20+1=20.5
G=0.395*l*n*6=54.75Kg
375.3+54.75=430.05Kg
DL7:
G=3.3*(8*1.21+4*1.58)*6=316.8Kg
l=[(0.3-0.06)+(0.3-0.06)]*2-0.10=0.86
n=(3.3-0.60)/0.15+1=19
G=0.395*l*n*6=38.73Kg
316.8+38.73=355.53Kg
DL8:
G=2.4*(8*1.21+4*1.58)*6=230.4Kg
n=(2.4-0.60)/0.10+1=19
G=0.395*l*n*16=38.73Kg
230.4+38.73=269.13Kg
DL9:
5根
G=3.9*(6*1.21+4*1.58)*5=264.81Kg
n=(3.9-0.60)/0.20+1=17.5
G=0.395*l*n*5=34.13Kg
264.81+34.13=298.94Kg
DL10:
2根
G=(3.0+3.6)*(6*2.98+2*3.85)*2=337.66Kg
l=[(0.3-0.06)+(0.5-0.06)]*2-0.10=1.26
n=[(3.0+3.6)-0.60]/0.15+1=41
G=0.395*l*n*2=40.81Kg
337.66+40.81=378.47Kg
钢筋工程量总计:
17209.233Kg
混凝土工程量:
V=(2.1+3.0)*0.35*0.30*8+6.6*0.35*0.30*4+4.8*0.35*0.3*16+
(3.0+2.1+1.5)*0.4*0.3*6+(3.0+2.1)*0.35*0.3*6+(3.3+2.4)*0.3*0.3*6+(1.5+1.5+1.5)*0.4*0.3*6+3.9*0.35*0.3*5+
3.6*0.5*0.3*2+3.0*0.5*0.3*2
=106.2m3
2.2底层、二层柱、梁、楼板工程量计算
2.2.1柱-模扳:
Z-1:
18根b*h=0.45*0.45h=4.35-0.45
S=18*0.45*(4.35-0.45)*4=126.36m2
Z-2:
6根b*h=0.45*0.45h=4.35-0.45
S=6*0.45*(4.35-0.45)*4=42.12m2
Z-3:
8根b*h=0.45*0.45h=4.35-0.45
S=8*0.45*(4.35-0.45)*4=56.16m2
Z-4:
4根b*h=0.45*0.45h=4.35-0.45
S=4*0.45*(4.35-0.45)*4=28.08m2
Z-5:
2根b*h=0.5*0.5h=4.35-0.45
S=2*0.5*(4.35-0.45)*4=15.6m2
Z-6:
2根b*h=0.4*0.4h=4.35-0.45
S=2*0.4*(4.35-0.45)*4=12.48m2
Z-7:
S=2*0.4*(4.35-0.45)*4=12.48m2
Z-8:
底层柱模板工程量总计:
606.72m2
柱-钢筋:
G=(52+42+25+19)*18+(52+39+85+66)*6+(24+18+151+93)*8+(113+96+291+598)*4+(87+112+79+67)*2+(107+143+89+47)*2
=36541Kg
柱-混凝土:
V=0.45*0.45*(4.35-0.45)*36+0.5*0.5*(4.35-0.45)*4+0.4*0.4*(4.35-0.45)*4
=107.4m3
2.2.2梁-模板:
S=(0.4*2+0.25)*3.3*10+(0.45*2+0.25)*5.1*12+(0.3*2+0.25)*4.8*16+(0.35*2+0.25)*4.8*16+(0.45*2+0.25)*10.2*6+(0.4*2+0.25)*13.2*3+(0.3*2+0.25)*2.4*5+(0.3*2+0.25)*3.3*2
=517.42m2
梁-钢筋:
KL1:
G=5.1*(4*2.0+2*1.58+2*1.21)*8=554.064Kg
l=[(0.25-0.06)+(0.35-0.06)]*2-0.10=0.85
n=(5.1-0.06)/0.2+1=25.2
G=0.395*l*n*8=69.84Kg
554.064+69.84=623.904Kg
KL2:
G=3.3*8*3.85*8=813.12Kg
l=[(0.25-0.06)+(0.40-0.06)]*2-0.10=0.96
n=(3.3-0.06)/0.2+1=17.2
G=0.395*l*n*8=54.61Kg
813.12+54.61=867.73Kg
KL3:
G=3.6*(4*2.47+1*2.0+2*3.85)8=563.904Kg
l=[(0.25-0.06)+(0.45-0.06)]*2-0.10=1.06
n=(3.6-0.06)/0.2+1=18.7
G=0.395*l*n*8=63.64Kg
563.904+63.64=627.546Kg
KL4:
G=3.0*8(6*2.98+2*2.47+4*3.85)*8=917.28Kg
l=[(0.25-0.06)+(0.35-0.06)]*2-0.10=0.86
n=(3.0-0.06)/0.2+1=15.7
G=0.395*l*n*8=43.482Kg
917.28+43.482=960.762Kg
KL5:
G=2.1*(2*1.21+2*1.58+2*0.888)*8=123.581Kg
n=(2.1-0.06)/0.2+1=11.2
G=0.398*l*n*8=40.50Kg
123.581+40.50=164.082Kg
KL6:
32根
G=4.8*(5*1.58+1*1.21)*32=1399.296Kg
n=(4.8-0.06)/0.2+1=24.7
G=0.398*l*n*8=84.376Kg
1399.296+84.376=1483.672Kg
KL7:
G=3.3*(2*0.888+3*1.58+2*2.0)*8=277.622Kg
G=0.398*l*n*8=60.751Kg
277.622+60.751=338.373Kg
KL8:
10根
G=2.4*(5*1.58+1*2.47)*10=248.88Kg
l=[(0.25-0.06)+(0.30-0.06)]*2-0.10=0.76
n=(2.4-0.06)/0.2+1=12.7
G=0.398*l*n*10=39.322Kg
248.88+39.322=288.202Kg
KL9:
G=2.1*(2*0.888+2*2.0+2*2.47)*6=135.022Kg
l=[(0.25-0.06)+(0.40-0.06)]*2-0.10=1.08
G=0.398*l*n*6=30.948Kg
135.022+30.948=165.971Kg
KL10:
G=5.1*(3*2.0+2*2.47)*6=334.764Kg
l=[(0.25-0.06)+(0.50-0.06)]*2-0.10=1.16
n=(5.1-0.06)/0.2+1=26.2
G=0.398*l*n*6=74.792Kg
334.764+74.792=409.56Kg
KL11:
G=4.5*(4*2.0+4*1.58)*6=386.64Kg
n=(4.5-0.06)/0.2+1=23.2
G=0.398*l*n*6=49.288Kg
386.64+49.288=165.971Kg
钢筋总计:
19097.19Kg
梁-混凝土:
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
=105.975m3
2.2.3楼板:
现浇楼板
楼板-模板:
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)
=1477m2
G=9854.2Kg
楼板-混泥土:
V=221.55m3
2.3三层柱、梁、楼板工程量
2.3.1柱-模板:
18b*h=0.45*0.45h=3.6-0.45
S=18*0.45*(3.6-0.45)*4=102.06m2
Z-2:
6b*h=0.45*0.45h=3.6-0.45
S=6*0.45*(3.6-0.45)*4=34.02m2
8b*h=0.45*0.45h=3.6-0.45
S=8*0.45*(3.6-0.45)*4=45.36m2
4b*h=0.45*0.45h=3.6-0.45
S=4*0.45*(3.6-0.45)*4=22.68m2
2b*h=0.45*0.45h=3.6-0.45
S=2*0.5*(3.6-0.45)*4=12.6m2
2b*h=0.4*0.4h=3.6-0.45
S=2*0.4*(3.6-0.45)*4=10.08m2
2b*h=0.5*0.5h=3.6-0.45
柱-模板总计:
604.32m2
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
=36012Kg
V=0.45*0.45*(3.6-0.45)*36+0.5*0.5*(3.6-0.45)*4+0.4*0.4*(3.6-0.45)*2
=98.77m3
2.3.2梁-模板:
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
=505.42m2
梁-钢筋:
KL1:
G=(3+2.1)*(4*2.47+2*1.58+1*1.21)*8=581.0Kg
G=0.398*l*n*8=74.0Kg
581.0+74.0=655.0Kg
KL2:
G=(3+2.1)*(4*2+4*2.98+1*2.47)*4=458.2Kg
G=0.398*l*n*4=46.0Kg
458.2+46.0=504.2Kg
KL3:
G=[3*(2*2.47+4*3.85+2*3.85+2*2.98)]*6=612.0Kg
n=(3-0.06)/0.2+1=15.7
G=0.398*l*n*6=32.90Kg
612.0+32.90=644.9Kg
KL4:
G=3*(2*2+4*2.98+2*2.98+2*2.47)*2=146.1Kg
G=0.398*l*n*2=11.00Kg
146.1+11.00=157Kg
KL5:
4根
G=(2.1+1.5)*(2*2.47+1*3.85+2*2.47)*4=198.0Kg
n=(3.6-0.06)/0.2+1=16
G=0.398*l*n*4=27.70Kg
198.0+27.70=225.7Kg
KL6:
10根
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
470.19+50.63=520.82Kg
KL7:
G=(3.3+3.3)*(2*3.85+3*3.85+2*2.472+2*2)*6=1116.32Kg
l=[(3.3+3.3)-0.06]*2-0.10=12.98
n=(6.6-0.06)/0.2+1=4.27
G=0.398*l*n*6=132.35Kg
1116.32+132.35=1248.67Kg
KL8:
8根
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
607.87+68.46=676.33Kg
16根
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
1215.74+136.91=1352.65Kg
G=4.8*(2*1.58+1*1.21+2*1.58)*8=289.15Kg
l=[(0.25-0.06)+(0.3-0.06)]*2-0.10=0.76
G=0.398*l*n*8=60.50Kg
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
104.28+30.38=134.66Kg
KL12:
G=2.1*(2*0.888+2*1.21)*4=35.25Kg