工程量计算表Word下载.docx
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工程量计算表Word下载.docx
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5=2.21
CT6
(2.4+0.2)X(1.5+0.2)X0.IX
1=0.44
埋入垫层中的桩的体积:
0.25X0.25X0.1X180=
1.13
垫层总体积二CT3+CT4+CT5+CT6+桩体积:
6.98+3.18+2.21+0.44+
1.13=13.94
4
基础模板(砖模)
按与承台接触面积以nf计算
450.43
(1.18X3+0.4X3)X0.6X
33=93.85
4X1.5X0.6X11=39.60
4X1.9X0.7X5=26.60
2X(1.5+2.4)X0.7=5.46
DL1
全长:
5.3X5+7.6+3.8=37.9m
面积:
2X0.6X(5.3X
5+7.6+3.8)=45.48
DL2
32.6+28.6+4+32.6+32.6+10.4X
2+32.6+28.8+6.3X11+7.8+4.8X
2)=299.3m
2X0.4X
(32.6+28.6+4+32.6+32.6+10.4
X2+32.6+28.8+6.3X11+7.8+4.8
X2)=239.44
总表面积二承台面积+地梁面积:
93.85+39.60+26.60+5.46+45.48+
239.44=450.43
5
C25混凝土浇筑承台、地梁
按承台和地梁大样以冷计算
88.77
((1.18+1.592)X0.3+
(1.18+0.4)XI.08)4-2X0.6X
33=25.13
1.5X1.5X0.6X11=14.85
1.9X1.9X0.7X5=12.64
1.5X2.4X0.7=2.52
埋入承台中桩的体积:
0.05X0.25X0.25X180=0.56
0.6X0.24X37.9=5.46
0.4X0.24X299.3=28.73
总体积
二CT3+CT4+CT5+CT6+DL1+DL2:
25.13+14.85+12.64+2.52-0.56+5
.46+28.73=88.77
6
钢筋用量
t
按含钢量以t计算
14.13
承台
①4H2以钢筋含量
8&
77X0.012=1.07
3.56
cei2以上的钢筋用量
88.77X0.028=2.49
地梁
ei2以钢筋含量
88.77X0.036=3.20
10.57
ei2以上的钢筋用量
88.77X0.083=7.37
总含钢量二承台含钢量+地梁含钢
量
1.07+2.49+3.20+7.37=14.13
7
回填土
按实际回填土方以冷计算
731.71
垫层体积:
13.94
承台体积:
55.14
地梁体积:
34.19
埋入土中的承台上柱体积:
0.4X0.4X0.6X33=3.17
0.4X0.4X0.6X10+0.4X0.5X
0.6=1.08
0.4X0.5X0.5+0.4X0.4X0.5X
4=0.42
0.4X0.5X0.6=0.12
总体积二CT3+CT4+CT5+CT6:
3.17+1.08+0.42+0.12=4.79
回填土体积二开挖土方体积-垫层体积-承台体积-地梁体积:
834.42-13.94-88.77=731.71
二、主体工程
8
一层柱模
按与柱实际接触面积以nf计算
285.61
柱模面积二柱周长X(层高-板厚)X个数
KZ1
(0.40+0.50)X2X
(3.9-0.12)=6.80
KZ2
(0.4+0.5+0.4+0.4)X2X
(3.9-0.12)=12.85
KZ3
(0.4+0.4)X2X(3.9-0.12)=6.05
KZ4
(0.4+0.4)X2X
(3.8-0.12)+(0.4+0.4)X2X
(3.9-0.12)X8=54.27
KZ5
(0.4+0.4)X2X(3.9-0.12)X
4=24.19
KZ7
7=42.34
KZ8
2=12.10
KZ9
8=48.38
KZ10
6=36.29
KZ11
3=1&
14
KZ12
总柱模面积二每个柱模之和
=285.61
9
二层梁模
按与梁实际接触面积以nf计算
265.76
每类梁的模面积=(梁底宽+(梁侧
高-板厚)X2)X梁净长
KL1
(0.24+(0.6-0.12)X2)X
(12.84-1-0.4-0.4)=13.25
KL2
(0.24+(0.5-0.12)X2)X
(12.84-0.4X5)=10.84
KL3
(12.84-0.4X4)X2=22.48
KL4
KL5
(0.24+(0.5-0.12)X2)X
(12.84-0.4X5)X2=21.68
KL6
(0.24+(0.4-0.12)X2)X
(4.8+0.24-0.4X2)X2=6.78
KL7
(7.76-0.4X2)=6.96
KL8
(12.84-0.4X5)=10.84
KL9
(6.5-1)=6.60
KL10
(3&
14-0.4X7)=2&
27
KL14
(10.6+0.24-0.4X4)X2=14.78
KL15
(7.6-0.24-0.4)=5.57
KL16
(0.24+(0.4-0.12)X2)X(15.9+0.24-0.4X5-0.24)=
11.12
KL17
(15.4+0.24-0.4X5)=10.91
KL18
(0.24+(0.4-0.12)X2)X
(4-0.28)=2.98
KL19
(7.6+0.24-0.4X4)=4,99
KL20
(2.6-0.12)=1.98
KL21
(4.04-0.8)=2.59
KL22
(0.24+(0.4-0.12)X2)X
(3.8-0.12)=2.94
序号
单
位
KL23
(38.14-0.4X7)=28.27
LL3
(0.24+(0.3-0.12)X2)X
(3.0-0.24)=1.66
LL4
(0.24+(0.57-0.12)X2)X
(12.6-0.4X4)=12.54
LL6
(5.3-0.48)=3.86
LL7
(0.24+(0.3-0.12)X2)X
(4-0.48)=2.11
LL8
(3.8-0.48)=2.66
LL9
(2.6-0.24)=1.42
LL10
(2.9-0.24)=2.13
LL11
(2.6-0.24)=1.42
LL12
(0.24+(0.35-0.12)X2)X
(2.6-0.24)=1.65
总梁模面积二每个梁模之和
=265.76
10
二层板模
按与板接触面积以nf计算
399.67
板总面积二(板长-0.12)X(板宽-0.12)-0.24X梁长
(37.9-0.12)X
(12.6-0.12)-0.24X
299.28=399.67
11
一层楼梯木模
按与楼梯接触面积以川计算
13.84
楼梯段实际长度平方二(2.972+4.542),楼梯段实际长度=5.43
底面积:
(1.13+0.24)X5.43=7.44
侧面积:
0.165X5.42-0.25X0.165X
16=0.23
上表面积:
0.25X1.13X17=4.80
休息平台面积:
1.13X1.21=1.37
总面积:
13.84
12
C25浇筑一层柱
按实际体积以用计算
28.7
柱体积二梁底面积X(柱高-板厚)
0.4X0.5X(3.9-0.12)=0.76
0.4X0.5X(3.9-0.12)+0.4X0.4
X(3.8-0.12)=1.34
0.4X0.4X(3.9-0.12)=0.60
0.4X0.4X(3.8-0.12)+0.4X0.4
X(3.9-0.12)X8=5.43
0.4X0.4X(3.9-0.12)X4=2.42
0.4X0.4X(3.9-0.12)X7=4.23
0.4X0.4X(3.9-0.12)X2=1.21
0.4X0.4X(3.9-0.12)X8=4.84
0.4X0.4X(3.9-0.12)X6=3.63
0.4X0.4X(3.9-0.12)X3=1.81
总体积等于每个柱体积之和
=28.70
13
C25浇筑二层梁
按实际体积以R计算
31.06
梁体积二梁底宽X(侧边宽-板厚)X长度
0.24X(0.6-0.12)X(12.84-1-0.4-0.4)=1.27
0.24X(0.5-0.12)X(12.84-0.4
X5)=0.99
X4)X2=2.05
X5)X2=1.98
kl6
0.24X(0.4-0.12)X
(4.8+0.24-0.4X2)X2=0.57
0.24X(0.5-0.12)X(7.76-0.4X
2)=0.63
0.24X(0.5-0.12)X(12.84-
0.4X5)=0.99
0.24X(0.6-0.12)X
(6.5-1)=0.63
0.24X(0.4-0.12)X(38.14-0.4
X7)=2.37
KL11
0.24X(0.4-0.12)X(10.6+0.24-0.4X4)X2=
1.24
0.24X(0.4-0.12)X
(7.6-0.24-0.4)=0.47
(15.9+0.24-0.4X5-0.24)=0.93
0.24X(0.4-0.12)X
(15.4+0.24-0.4X5)=0.92
(4-0.28)=0.25
(7.6+0.24-0.4X4)=0.42
(2.6-0.12)=0.17
0.24X(0.4-0.12)X(4.04-0.8)
=0.22
0.24X(0.4-0.12)X(3.8-0.12)
=0.25
0.24+(0.4-0.12)X(38.14-0.4
X7)=10.14
0.24X(0.3-0.12)X(3.0-0.24)
=0.12
0.24X(0.57-0.12)X(12.6-0.4
X4)=1.19
0.24X(0.4-0.12)X(5.3-0.48)
=0.32
0.24X(0.3-0.12)X(4-0.48)
=0.15
0.24X(0.4-0.12)X(3.8-0.48)
0.24X(0.3-0.12)X(2.6-0.24)
=0.10
0.24X(0.4-0.12)X(2.9-0.24)
=0.18
0.24X(0.35-0.12)X(2.6-0.24)=0.13
总体积等要等于每个梁体积之和
=31.06
14
C25浇筑二层板
55.37
板总长:
37.9-0.24=
37.66
总宽:
12.6-0.24=12.36
总体积=37.33X12.36X
0.12=55.37
15
C25浇筑一层楼梯
按实际体积以冷计算
1.81
楼梯体积二楼梯侧面积X楼梯宽度
(0.234+1.367)XI.13=1.81
16
一层柱钢筋
用含钢量以t计算
4.76
28.7X0.05=1.44
28.7X0.116=3.33
钢筋总量=4.76
17
二层梁钢筋
4.5
4)12以钢筋含量
31.06X0.043=1.34
4)12以上的钢筋用量
31.6X0.1=3.16
钢筋总量=4.50
18
二层板钢筋
7.92
55.37X0.043=2.38
55.37X0.1=5.54
钢筋总量=7.92
19
一层楼梯钢筋
0.22
1.81X0.036=0.07
1.81X0.084=0.15
钢筋总量二0.22
20
二层柱木模
按与柱实际接触面积以川计算
217.73
柱模面积二柱周长X(层高-板厚)
X个数
(0.40+0.50)X2X(3-0.12)=5.18
(3-0.12)=9.79
(0.4+0.4)X2X(3-0.12)=4.61
(0.4+0.4)X2X(3-0.12)X
9=41.47
4=18.43
(0.4+0.4)X2X(3-0.12)X
7=32.26
2=9.22
8=36.86
6=27.65
3=13.82
(0.4+0.4
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