工程计量书.docx
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工程计量书.docx
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工程计量书
工程计量书
一、计算基数
1.建筑面积
S建=(9.9+0.24)*(9+0.24)+(9.9+0.24)*(3.9+0.24)*(9+0.24)=225.63m2
2.外墙中心线
L中=(9.9+9)*2=37.8m
3.外墙外边线
L外=[(9.8+0.24)+(9.9+0.24)]*2=38.76m
4.内墙净长线
L净地=(3.6-0.24)+(6-0.240+(9-0.24)+(3.9-0.24)*2=25.2m
L净1=(9-0.24)+(3.6-0.24)+(6-0.24)+(3.9-0.24)*2=25.2m
L净2=(9-0.24)+(6-0.24)+(4.5-0.24)+(3.9-0.24)*2=26.1m
L净3=(3.9-0.24)*2=7.32m
二、土(石)方工程
1.平整场地
S场=S建1=(9.9+0.24)*(9+0.24)=93.69m2
2.挖基础土方
600mmV挖1=[(9+9.9)*2+(3+3-0.35-0.3)+(3.6-0.6)]*0.6*(1.5-0.3+0.3)=41.54m3
700mmV挖2=[(3.9-0.3-0.35)*2+(9-0.3*2)]*0.7*(1.5-0.24+0.3)=16.27m3
3.条形基础下3﹕7灰土回填
600mmV填1=46.15*0.6*0.3=8.31m3
700mmV填2=14.90*0.7*0.3=3013m3
4.土(石)方回填
V填3=41.54+16.27-(8.31+3.13)*2-10.81-3.96+46.15*0.24*0.06=20.82m3
5.室内土石方回填
V填4=[(9-0.24*3)*(3.9-0.24)+(3.6-0.24)*(6-0.24*2)+(5.4-0.24)*(6-0.24)]
*(0.3-0.1-0.02)=14.14m3
6.台阶下3﹕7灰土回填
V填5=(0.3+0.3+0.6-0.12+0.15)*(1.5+0.7*2+0.15*2)*0.1=0.34m3
7.余土外送
V运=V挖-V填=11.02m3
三、砌筑工程
1.砖基础
1-1V砖基1=(1.5-0.3-0.24)*0.24*(37.8+3.6-0.24+6-0.24)=10.81m3
2-2V砖基2=[(1.5-0.3-0.24)*0.24+0.12*0.065*2]*[(3.9-0.24)*2+(9-0.24)]=3.96m3
2.实心砖墙,H=3.5,外
V外1=[37.8*(3.5-0.24-0.10)-(2.1*1.8+1.2*0.8+1.0*0.8+1.5*1.8+1.5*2.8)]
*0.24-(2.1+0.5+1.2+0.5+1.0+0.5+1.5+0.5)*0.24*0.18=25.26m3
实心砖墙,H=3.3,外
V外2=[37.8*(3.3-0.24-0.10)-(1.2*0.8+1.0*0.8+1.5*1.8*3)]*0.24-[1.2+0.5
+1.0+0.5+(1.5+0.5)*3]*0.24*0.18=24.09m3
实心砖墙,H=2.7,外
V外3=[(3.9+9.0)*2*(2.7-0.24-0.10)-(1.2*0.8+1.0*0.8+1.2*1.5+1.0*1.5)]
*0.24-(1.2+0.5+1.0+0.5+1.2+0.5+1.0+0.5+0.9+0.5)*0.24*0.18=13.06m3
实心砖墙,H=3.5,内
V内1={[(9-1.8-0.24)+(3.6-0.12+0.12)+(3.0-0.24)+(3.9-0.24)*2]*(3.5-0.24
-0.10)-(0.8*2.5+1.0+0.8+1.2*0.8+0.9*2.1+0.8*2.5)}*0.24-(0.8+0.5+0.1+
0.5+1.2+0.5+0.9+0.5+0.8+0.5)*0.24*0.18=13.15m3
实心砖墙,H=3.3,内
V内2={[(9-0.24)+(6-0.12+0.12)+(3.9-0.24)*2]*(3.3-0.24-0.10)-(0.9*2.1*3
+0.8*2.5)}*0.24-[(0.9+0.5)*3+0.8+0.5]*0.24*0.18=13.61m3
实心砖墙,H=2.7,内
V内3=[(3.9-0.24)*2*(2.7-0.24-0.10)-(0.9*2.1+0.8*2.5)]*0.24-(0.9+0.5+
0.8+0.5)*0.24*0.18=3.10m3
3.女儿墙
V女儿墙=9*[(3.9-0.24)*2*(2.7-0.24-0.10)-(0.9*201+0.8*2.5)]*0.24-(0.9+
0.5+0.8+0.5)*0.24*0.18=3.10m3
四、混凝土及钢筋混凝土工程
1.地圈梁
(37.8+25.2)*0.24*0.24=3.63m3
2.矩形梁
一层单梁L-1,0.24*0.40.24*0.4*(3+0.12+0.7)=0.37m3
二层单梁L-1,0.24*0.40.24*0.4*(3+0.12+0.7)=0.37m3
一层单梁L-2,0.2*0.350.2*0.35*(4.5+0.24)=0.33m3
3.平板
二层,80mm(9-0.24*3)*(3.9-0.24)*0.08=2.42m3
三层,80mm[(2.1-0.24+2.4-0.24)*(3.9-0.24)+(4.5-0.24)*(2.3-0.22+1.6
-0.22)]*0.08=2.36m3
屋面,80mm(2.1-0.24+2.4-0.24)*(3.9-0.24)*0.08=1.18m3
二层,100mm(3.6-0.24)*(3.0-0.24+3.0-0.24)*0.10=1.85m3
三层,100mm(3.6-0.24)*(6-0.24)*0.10=1.94m3
屋面,100mm(4.5-0.24)*(3.9-0.24)*0.10=1.56m3
二层,140mm(5.4-0.24)*(6-0.24)*0.14=4.16m3
三层,140mm(5.4-0.24)*(6-0.24)*0.14=4.16m3
4.过梁
0.42336+0.39744+0.27648+0.31104+0.2376+0.11664=1.76m3
5.圈梁
[37.8+25.2+37.8+26.1+(9+3.9)*2+7.32]*0.24*0.24=9.22m3
6.楼梯
0.0186*(7+10+7+6+10+7)=0.87m3
7.挑檐天沟
[(√(12+0.72)+0.1)*0.08+1*0.1]*(9+0.24)=3.80m3
8.台阶
(0.3+0.3+0.6-0.12)*(1.5+0.7*2)*0.08=0.25m3
9.台阶
(0.7*2+1.5)*(0.3+0.3+0.6-0.12)+(1.5+0.2)*(0.6-0.2)+(1.5+0.8)*(0.6+0.3-0.12)=5.7m3
10.雨篷
(0.5+√(1.12+0.92))*2*0.1*0.9=0.35m3
11.屋檐
(1*0.1+0.08*0.1+0.08*1)*9*2=3.38m3
五、钢筋工程
二层:
1.Φ10@100
单支长5.4+0.24-2*0.015+12.5*0.01=5.74m
支数(6.0+0.24-2*0.015)/0.1+1=63支
总长361.62m
G1223Kg
2.Φ10@120
单支长6+0.24-2*0.015+12.5*0.01=6.34m
支数(5.4+0.24-2*0.015)/0.12+1=48支
总长304.32m
G2188Kg
3.Φ10@200
单支长0.24-0.015+1.45+2*(0.14-2*0.015)=1.90m
支数(5.4+0.24-2*0.015)/0.2+1+(6.0+0.24-2*0.015)/0.2+1=62支
总长117.8m
G326Kg
4.Φ10@100
单支长0.24-0.015+2.35+0.14-2*0.015+0.1-2*0.015=2.76m
支数(6.0+0.24-2*0.015)/0.1+1=63支
总长173.88m
G4107Kg
5.Φ10@200
单支长0.24-0.015+0.74+2*(0.08-2*0.015)=0.93m
支数(2.1+0.24-2*0.015)/0.2+1=13支
总长12.09m
G53Kg
6.Φ6@200
单支长3.9+0.24-2*0.015+12.5*0.006=4.19m
支数(2.1+0.24-2*0.015)/0.2+1=13支
总长54.47m
G612Kg
7.Φ6@100
单支长2.1+0.24-2*0.015+12.5*0.006=2.39m
支数(3.9+0.24-2*0.015)/0.1+1=42支
总长100.38m
G722Kg
9.Φ6@200
单支长0.24-0.015+0.65+2*(0.08-2*0.015)=0.98m
支数[(3.9+0.24-2*0.015)/0.2+1]*2+(2.1+0.24-2*0.015)/0.2+1=56支
总长54.88m
G912Kg
10.Φ6@150
单支长1.6+0.24-2*0.015+6.25*0.006+0.08-2*0.015=1.90m
支数(4.5+0.24-2*0.015)/0.15+1=32支
总长60.8m
G1014Kg
11.Φ6@300
单支长4.5+0.24-2*0.015+12.5*0.006=4.79m
支数(1.6+0.24-2*0.015)/0.3+1=7支
总长33.53m
G117Kg
12.Φ6@200
单支长0.24-0.015+0.59+2*(0.08-2*0.015)=0.92m
支数(1.6+0.24-2*0.015)/0.2+1=10支
总长9.2m
G122Kg
13.Φ6@200
单支长0.24-0.015+1.2+2*(0.08-2*0.015)=1.53m
支数(1.6+0.24-2*0.015)/0.2+1=10支
总长15.3m
G133Kg
14.Φ10@130
单支长0.24-0.015+1.7+0.08-2*0.015+0.14-2*0.015=2.09m
支数(6.6+0.24-2*0.015)/0.13+1=53支
总长110.77m
G1468Kg
15.Φ6@200
单支长0.24-0.015+0.57+2*(0.08-2*0.015)=0.90m
支数(4.5+0.24-2*0.015)/0.2+1=25支
总长22.5m
G155Kg
16.Φ6@150
单支长2.4+0.24-2*0.015+6.25*0.006+12.5*0.006=2.69m
支数(3.9+0.24-2*0.015)/0.15+1=28支
总长75.32m
G1617Kg
17.Φ6@200
单支长0.24-0.015+0.7-2*(0.08-2*0.015)=0.83m
支数(3.9+0.24-2*0.015)/0.2+1+(2.4+0.24-2*0.015)/0.2+1=36支
总长29.88m
G177Kg
18.Φ10@100
单支长0.24-0.015+1.7+0.08-2*0.015+0.10-2*0.015=2.0
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