社区居委会拆迁安置楼2#工程量计算书Word文件下载.docx
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社区居委会拆迁安置楼2#工程量计算书Word文件下载.docx
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5
护壁钢筋:
φ8@15021只
0.52×
34.0=111.03×
0.395=43.86kg
5.10×
23.0=117.30×
0.395=46.33kg
1894.06kg
6
桩基钢筋
10φ126.48×
12=77.76×
0.888=69.05
6φ166.64×
6=39.84×
1.578=62.87
φ6@2503.14×
0.8×
21=52.75×
0.222=11.71
φ6@1003.14×
15=50.51×
0.222=11.21
1φ16加劲箍(3.14×
0.8+0.157+6.25×
0.016×
2)×
1.578×
2=9.06
φ14@2000加劲箍
0.014×
1.208×
4=13.76
1φ14定位筋0.5×
4×
3=6×
1.208=7.25
**别墅C户型续表5.1
螺纹钢162×
21.0=3402.00kg
圆钢22.90×
21.0=481.00kg
7
土石方回填
1423.83-11.08-19.19-11.23-13.81-16.30=1352.33m³
8
基础土方开挖
采用大开挖:
(19.35+1.0×
2+0.33×
1.85)×
(14.70+1.0×
1.85+0.23+(12.85+1.0×
5.30)×
(5.7+0.33×
5.3+5.4=1408.12
J1:
(1.3+0.6+0.33×
1.65)^2×
1.65+0.16=10.02×
21.0=100.40
扣桩基土方:
3.4×
17.0+3.14×
7.15×
4=88.14
1423.83m³
9
C15商品砼基础垫层
J1-4:
(1.3×
1.3×
21+1.6×
4+2.0×
2.0×
3+2.2×
2.2×
1)×
0.1=6.26
DL1:
(3.5+5.8+7.03+8.25+1.725+6.08+3.23+5.85+1.70+7.85+6.05+
2.38+2.95+2.45+4.55+0.6)×
0.45×
0.1=3.15
DL2:
(12.93+2.90)×
0.10=0.712
DL3:
(2.83+5.53+2.30+3.40+2.83)×
0.1=0.76
DL4:
4.43×
0.10=0.20
11.08m³
10
C25钢砼独立基础
J(1-4):
1.1×
0.4×
21+1.40×
1.40×
4+1.8×
1.8×
3+2.0×
0.5×
1=19.19m³
11
C25钢筋砼基础梁
70.0×
0.40=7.0
15.83×
0.50=1.98
16.89×
0.40=1.70
DL4:
4.43×
0.50=0.55合计:
11.23m³
12
一层:
161.85×
0.49×
0.10=7.93
二层:
(5.10+4.35+4.60+4.38+4.43+11.53+5.38+4.13)×
0.1=2.15合计:
10.08m³
13
C15商品砼地面垫层
1.86×
2.46+2.46×
1.56+8.20×
2.46+3.06×
10+2.45×
5.55+1.75×
5.55+2.45×
6.45+2.75×
5.75+4.60×
2.75+1.25×
6.60+1.75×
1.85+
2.25×
3.36+3.35×
6.05+3.35×
5.80+1.25×
6.45=193.57×
0.10=19.36
(1.25×
4.85+5.45×
4.85+3.95+4.60+1.55×
0.10=5.35
34.79m³
14
M10.0水泥砂浆砌筑砖胎膜
(47.76×
0.50+11.73×
0.60+0.35×
0.30+33.50×
0.40+6.88×
0.75+8.75×
0.80+4.75×
0.70+3.20×
0.55+3.35×
0.35)×
0.115=14.45
(5.10+4.35)×
0.50+(4.60+4.38)×
0.75+4.43×
0.45+11.53×
0.50+5.38×
0.75+4.13×
0.50=25.32×
0.115=5.82
20.27m³
15
砖胎膜水泥砂浆抹灰
125.68+161.85×
0.115=162.91
25.32×
2+43.88×
0.115=60.73合计:
223.64m³
16
一层:
1/1轴:
4.3×
0.5+(0.25×
0.50+0.12×
0.1)×
2.0=0.814
2轴:
5.55×
0.60+6.95×
0.50=1.70
1/2轴:
0.35×
0.30=0.03
3轴:
6.18×
0.60+6.05×
0.4=1.54
4轴:
1.80×
0.5+9.15×
0.40=1.15
6轴:
3.73×
0.50+8.70×
0.40+2.88×
0.75=1.88
7轴:
6.15×
0.50=0.77
8轴:
0.40=0.23
9轴:
8.75×
0.80+0.65×
0.75=1.98
1/9轴:
3.35×
0.75=0.63
10轴:
5.80×
0.50=0.73
11轴2.35×
0.50=0.37
KL11:
2.35×
0.50=0.29
A轴:
1.63×
0.504.75×
0.70+2.45×
0.40=1.28
1/A轴:
1.75×
0.50+2.45×
0.40=0.47
B轴:
3.20×
0.55=0.44
C轴:
6.70×
0.50=0.84
D轴:
0.35=0.29
1/D轴:
0.40+1.25×
0.35=0.58
E轴:
3.78×
0.50+6.65×
0.45=1.22
1/E轴:
2.45×
0.35=0.21
F轴:
1.25×
0.40+3.05×
0.50+4.0×
0.80=1.31
G轴:
6.10×
0.50+8.50×
0.75=2.35
H轴:
3.75×
0.75=0.70
J轴:
14.55×
0.80=2.91
二层:
L1:
0.50=0.64
1轴:
4.35×
0.50=0.54
4.60×
0.75=0.86
5轴:
0.75+1.85×
0.50=0.67
0.45+2.7×
0.4=0.45
4.0×
0.50=2.01
1/J轴:
3.95×
0.75+1.3×
0.40=0.87
K轴:
6.33×
0.50+3.7×
0.75+1.5×
0.40=1.63
32.23m³
17
C25满堂基础底板
(9.19+15.87+4.55)×
0.1+(193.57-29.61)×
0.5=27.56
(6.12+7.21)×
0.10+(5.46×
4.85+3.95×
2.75+5.75×
0.15=8.53合计:
68.30m³
18
1:
3水泥砂浆找平
193.57+53.53+79.30+21.50=347.90㎡
19
1.5厚三元乙丙防水卷材
347.90+162.91+60.73=571.54㎡
20
C25钢筋砼剪力墙
9.83×
5.62=13.81m³
21
C25钢筋砼独立柱
+0.000m以下
Z1:
1.55=0.10
Z2:
0.50×
5.62=0.70
KZ1:
0.175^2×
3.90×
2=0.75
KZ1a:
3.9=0.38
KZ2:
(0.25×
0.50+0.25×
0.25)×
2=0.84
KZ3:
0.5+0.25×
5.0=3.66
KZ4:
2.0=0.28
KZ5:
0.3×
(2.25+3.9×
2)=1.21
KZ6、KZ7:
3.9×
2=0.94
KZ8、KZ8a:
2=0.96
KZ9、KZ10:
2=1.46
KZ11:
(2.25×
2+3.9)=1.57
KZ12:
(3.9×
3+2.25×
3)=3.45
3.300m以下
3.30=0.32
3.30×
5.0=3.09
3=1.19
3.3=0.40
3.3×
2=0.81
2=1.24
KZ11、KZ12:
(3.30×
3+3.30×
6)=5.56
3.300m以上
H=3.80m3.14×
3.80×
2=0.73
H=3.73m3.14×
(1+3+1+3+6)=5.04
H=5.13m(0.25×
5.13×
2=1.92
H=5.50m0.25×
5.50×
2=-0.69
H=4.57m0.3×
4.57×
1.0=0.55
H=4.99m0.3×
4.99×
1.0=0.60
H=6.03m0.38×
6.03×
1.0=0.74
(0.25×
1.0=1.13
H=5.63m0.35×
5.63×
1.0=0.69
矩形柱1.2m内:
1.07m³
超高1m:
9.98m³
1.8m内:
10.54m³
超高2m:
3.90m³
异形柱:
30.92m³
超高3m:
1.87m³
圆形柱:
2.54m³
22
C25钢筋砼梁二层:
6.95×
0.97-0.13×
2=1.42异型梁
0.35×
6.05×
0.40=0.61
1/3轴:
4.38×
0.40=0.44
5.30×
0.40=0.71
6.45×
0.50=0.81
1.6×
0.45=0.18
10.95×
0.40=1.46
0.80=0.32
4.55×
0.60=0.68
1.25×
0.35=0.11
2.25×
8.20×
0.40=0.82
3.35×
0.40=0.34
5.80×
0.10)=0.79异型梁
11轴:
2.85×
0.40+0.12×
0.10)=0.32异型梁
KL12:
4.21×
1.08×
0.25=1.14
3.45×
0.93=0.80
6.70×
0.70+0.12×
0.10)=1.25异型梁
3.25×
0.40=0.33
2.15×
0.70=0.38
5.40×
0.45=061
3.05×
0.45=0.34
0.60=0.46
4.0×
0.55=0.55
2.45×
0.67=0.41
7.6×
0.60=1.14
3.9×
0.35=0.34
1.55×
0.30=0.12
3.75×
0.5+0.12×
0.10)=0.51异型梁
12.05×
0.50=1.51
异形梁:
4.29M30.6m以内:
11.88M3
0.3m以内:
0.15M30.6m以上:
3.05M3
23
屋面梁:
H=5.05M:
5.55×
0.40=0.56
1.05×
0.40=0.11
H=6.32M:
5.25×
1.2207×
0.40=0.64
H=4.83M:
6.63×
0.40=0.81
H=3.65M:
(1.6+3.25+4.35+2.03+3.63+2.33+4.43+10.15+4.95+6.05)×
0.40=4.28
H=6.0M:
2.20×
0.40=0.22
H=6.94M:
6.05×
0.50=0.76
H=9.35M:
4.20×
0.40=0.42
H=4.4M:
0.50=0.61
6.9×
0.40=0.84
H=5.22M:
0.37=0.44
H=4.75M:
4.9×
0.50=0.75
2.8×
H=4.28M:
1.55×
0.30=0.14
H=4.70M:
2.75×
0.45=0.38
H=5.37M:
11.33×
0.40=1.13
H=5.36M:
5.7×
0.40=0.57
H=4.59M:
5.03×
合:
0.3m内:
0.14M30.6m内:
14.01M3
6.28M3超高2m:
5.93M3
0.86M3超高4m:
1.18M3
24
C25钢砼拱形梁
(2.70-0.35)×
1.08-3.14×
1.3^2×
1.05/360+1.23×
0.79/2=0.48M3
25
C25钢砼构造柱
0.24×
5+0.24×
0.03×
10=1.19
(3.73×
4+5.52×
2+5.17+6.78)+0.24×
8+5.52×
4+5.17×
2+6.78×
2)=2.73合计:
3.92M3
26
C25钢砼楼梯柱TZ:
0.33+0.25×
1.82×
2=0.25
27
C25钢砼圈梁:
QL1:
4.75=0.30
QL2:
(0.73×
2+6.5+4.35)×
0.42=1.29
烟囱内圈梁:
(0.3×
0.2+0.36×
(0.5+0.8)=0.125合:
1.71M3
28
C25砼烟囱封顶二次
浇捣:
(0.6+1.10)×
1.50+0.3×
0.34×
2+[(0.5+0.74
×
0.4/2-0.26×
0.30]×
1.1=1.76M3
29
C25钢砼平板:
二层
H=100mm:
(6.06+16.42+21.86+5.31+30.48)×
0.1=8.01
H=120mm:
(6.3×
7.2+3.85×
6.9-51.2×
0.12=7.10
H=130mm:
0.13=2.03
H=150mm:
(5.46×
0.15=7.20
100mm以内:
8.01M3100mm以上:
16.33M3
30
C25钢砼屋面斜板
θ=35°
H=120mm:
5.35×
11.95+8.95×
4.50+11.35×
2.70+14.05×
2.65+1045×
2.10+6.25×
1.80-146.4×
0.25=(168.68+1.56×
2.76)×
0.12
=25.34M3
θ=30°
一层屋面:
24.3×
(0.06×
0.06+(0.24+0.35)×
0.12/2+0.89×
0.10)=3.11M3
露台:
6.96×
(1.05×
0.12+(0.15+0.20)×
0.12/2)=1.023M3
31
C25钢砼直形楼梯:
1.20×
0.27+1.20×
7.32=9.11M2
32
C25钢砼挑檐:
(0.29×
0.26+0.09×
0.20+0.12×
0.08+0.1×
0.08)×
8.84+(0.50×
+0.12×
0.18+0.06×
0.06)×
2.44+(0.06×
0.06+(0.18+0.26)×
0.12/2
+(0.08+0.15)×
0.1/2+0.46×
0.12)×
(6.54+2.52+6.08+6.32+5.84+
10.02+2.42+4.48+3.32+4.5+1.78+3.6+2.10+7.82+2.42)+5.34×
(0.047
+0.06×
0.06+0.12×
0.30)+8.03×
0.11=9.39+0.045×
0.62×
10=9.67M3
33
C20素砼门槛、墙槛:
0.1×
0.9×
2+0.24×
0.15×
0.8=0.07M2
34
C25砼线脚:
节点10/11
(0.1×
0.06+0.06×
23.04+41.20+6.84)=1.91M3
35
C20砼楼面翻边
0.18×
(18.05+17.95+9.10+6.05)=2.21M3
36
C25钢砼栏板
(05×
0.6+0.06×
0.12+0.06×
0.05-3.14×
63/360)×
7.26=1.52M3
37
M5混合砂浆砌240厚页岩(外墙):
一层:
4.75×
6.32+2.58×
3.8-15.67-3.75+1.8×
2.9+1.01×
2.37+0.53×
2.5-0.9+6.71×
2.6-2.7-7.2+5.81×
2.8-1.44+2.85×
2.9-2.16+3.75×
2.55-0.72+0.65×
2.9-0.6+6.96×
2.63-12.48+6.05×
2.95-2.25
-5.76+1.06×
2.8+5.55×
6.32-8.64=112.12×
0.24=26.91M3
二层:
2.9+3.45×
4.43-0.9-1.35+1.6×
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