广联达培训楼工程量计算文档格式.docx
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=(12.3+0.3×
2)×
(7.2+0.3×
1.15=115.7m3
4、C10砼垫层:
V=垫层长×
垫层宽×
垫层厚=(11.6+0.35×
(6.5+0.35×
2)0.1=8.856m3
垫层模板m2
S=(11.6+0.35×
2+6.5+0.35×
2×
0.1=3.9m2
5、C25满堂基础(有梁式):
V□=(11.6+0.25×
2)(6.5+×
2)0.3=25.41
V△=1/2×
0.15×
0.1×
[11.6+(0.1+0.075)×
2+6.5+(0.1+0.075)×
2]×
2=0.282m3
V=25.41-0.282=25.128m3
基础梁砼体积:
①④2JL2
(1):
(6-0.25×
0.5×
0.12×
2=1.1m3
②③2JL3
(2):
[(3.3-0.25-0.2)+(2.1-0.25-0.2)]×
0.4×
0.2×
2=0.816m3
AC2JL1(3):
[(3.3-0.25-0.2)×
2(4.5-0.2-0.2)]×
2=1.96m3
BJL4(4.5-0.2-0.2)×
0.2=0.328m3
V梁=1.1+0.816+1.936+0.328=4.204m3
V总25.128+4.204=29.332m3
基础模板:
m2
V=(11.6+0.25×
2+6.5+0.25×
0.2=7.64m2
梁的模板:
①④2JL2
(1):
2=4.4m2
2=4.08m2
2=7.84m2
2=1.64m2
S=4.4+4.08+7.84+1.64=17.96m2
C30砼框架柱(-1.2~±
0.00):
4Z1=0.5×
4=1.2m3
4Z2=0.5×
4=0.96m3
2Z3=0.4×
2=0.384m3
C30砼框架柱的总体积=1.2+0.96+0.384=2.544m3
C25砼框架柱(±
0.00~7.17):
7.17×
4=7.17m3
4=5.736m3
2=2.2944m3
C25砼框架柱的总体积=7.17+5.736+2.2944=15.2004m3
框架柱的模板(-1.2~7.17):
4×
(1.2+7.17)×
4=66.96m2
4Z2=(0.5+0.4)×
4=60.264m2
2=26.784m2
小计:
66.96+60.264+26.784=154.008
首层梁与柱交叉部分模板的面积:
4Z1=0.37×
4=1.48m2
4Z2=(0.37×
2+0.24×
0.5)×
4=1.96m2
2Z3=0.24×
3×
2=0.72m2
1.48+1.96+0.72=4.16m2
二层梁与柱交叉部分模板的面积:
0.65×
4=1.924m2
4=2.404m2
4=0.72m2
1.924+2.404+0.72=5.048m2
框架柱的模板=154.008-4.16-5.048=144.8m2
C25砼女儿墙构造柱:
4Z–=(0.24×
0.24×
0.54+0.24×
0.03×
0.54×
4=0.156m3
4Z∟=(0.24×
V总=0.156+0.156=0.312m3
模板的面积:
4Z–=(0.24+0.006×
4=1.555m2
4Z∟=(0.24+0.006)×
4+0.006×
S总=1.555+1.555=3.11m2
3.57mC25砼框架梁m3
①④2KL2
(1):
0.37×
2=1.628m3
②③2KL4
(2):
2-0.4)×
2=0.979m3
A2KL3(3):
(11.1-0.25×
2-0.4×
0.4=1.4504m3
C2KL1(3):
BKL5
(1):
(4.5-0.2×
0.4=0.394m3
1.628+0.979+1.4504+1.4504+0.394=5.901m3
模板:
(0.5+0.4+0.37)×
2=13.97m2
(0.4+0.4+0.24)×
2=10.608m2
2)=12.446m2
BKL5
(1)(0.4+0.4+0.24)×
2)=4.264m2
13.97+10.608+12.446+12.446+4.264=53.734m2
7.17mC25砼框架梁:
0.55×
2=2.2385m3
0.55=1.9943m3
0.4=0.3936m3
2.2385+0.979+1.9943+1.9943+0.3936=7.599m3
(0.65+0.55+0.37)×
2=17.27m2
2)=15.386m2
17.27+10.608+15.386+15.386+4.264=62.914m2
C25砼框架梁m3V总=5.901+7.5999=13.5009m3
框架梁的模板m2S总=53.734+62.914=116.648m2
3.57mC25砼平板:
V1=11.6×
6.5×
0.1=7.54m3
楼梯间=(4.5-0.12×
(2.1-0.12×
0.1=0.792m3
柱=(0.5×
4)+(0.5×
4)+(0.4×
2)=0.212m3
V=7.54-0.792-0.212=6.536m3
2S1=(3.3-0.12×
(6-0.12×
2=35.2512m2
S2=(4.5-0.12×
(3.9-0.12×
2)=15.5916m2
35.2512+15.5916=50.8428m2
7.17mC25砼平板:
柱:
(0.5×
V=7.54-0.212=7.328m3
S3(4.5-0.12×
2)=7.9236m2
35.2512+15.5916+7.9236=58.7664m2
C25m3V总=6.536+7.328=13.864m3
平板模板m2S总=50.8428+58.7664=109.6092m2
C25砼阳台平板m3
V=4.56×
0.1=0.5472m3
模板
S=4.56×
1.2=5.472m2
C25砼拦板m3
L=(1.2-0.03)×
2+(4.5-0.03×
2)=6.84m
V=6.84×
0.06×
0.9=0.37m3
S=6.84×
0.9×
2=12.312m2
挑檐:
底板V=(11.6+0.6×
2+6.5)×
0.6×
0.1+4.56×
0.1=2.5896m3
上卷V=[11.6+0.6×
2+6.5+(0.6-0.06)×
0.2+0.6×
2=0.504m3
V总=2.5896+0.504=3.0936m3
S=3.0936m2
C25砼楼梯(按水平投影面积算):
S=(1.02-0.12+2.43+0.24)×
(0.99×
2+0.12-0.12×
2)=6.6402m2
模板m2
S=6.6402
C25砼平台m3
V=(1.05-0.12-0.24)×
0.1=0.128m3
S=(1.05-0.12-0.24)×
2)=1.28m2
C25砼预制过梁m3
GL24M—1:
(2.4+0.5)×
0.37=0.258m3
GL124M—2:
(0.9+0.5)×
4=0.161m3
GL122M—3:
(0.9+0.5)×
2=0.081m3
GL188C—1:
(1.5+0.5)×
0.18×
8=1.066m3
GL182C—2:
(1.8+0.5)×
2=0.306m3
GL24MC—1:
过梁安装:
0.258+0.161+0.081+1.066+0.306+0.258=2.13m3
预制过梁制作:
2.13×
1.015=2.162m3
预