广联达培训楼工程量计算.docx
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广联达培训楼工程量计算
广联达培训楼工程量计算
1、建筑面积:
m2
首层:
11.6×6.5=75.4m2
二层:
11.6×6.5=75.4m2
阳台:
4.56×1.2×1÷2=2.736m2
建筑总面积:
75.4+75.4+2.736=153.536m2
2、平整场地面积:
m2
11.6×6.5=75.4m2
3、土方量:
m3
H=(-0.45)-(-1.6)=1.15m
垫层长:
11.6+0.35×2=12.3m
垫层宽:
6.5+0.35×2=7.2m
V=(a+2c)(b+2c)h
=(12.3+0.3×2)×(7.2+0.3×2)×1.15=115.7m3
4、C10砼垫层:
m3
V=垫层长×垫层宽×垫层厚=(11.6+0.35×2)×(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)×2×0.1=3.9m2
5、C25满堂基础(有梁式):
m3
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:
m3
①④2JL2
(1):
(6-0.25×2)×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)]×0.5×0.2×2=1.96m3
BJL4(4.5-0.2-0.2)×0.4×0.2=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+0.25×2)×2×0.2=7.64m2
梁的模板:
m2
①④2JL2
(1):
(6-0.25×2)×0.2×2×2=4.4m2
②③2JL3
(2):
[(3.3-0.25-0.2)+(2.1-0.25-0.2)]×0.2×2×2=4.08m2
AC2JL1(3):
[(3.3-0.25-0.2)×2(4.5-0.2-0.2)]×0.2×2×2=7.84m2
BJL4(4.5-0.2-0.2)×0.2×2=1.64m2
梁的模板:
S=4.4+4.08+7.84+1.64=17.96m2
C30砼框架柱(-1.2~±0.00):
m3
4Z1=0.5×0.5×1.2×4=1.2m3
4Z2=0.5×0.4×1.2×4=0.96m3
2Z3=0.4×0.4×1.2×2=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):
m3
4Z1=0.5×0.5×7.17×4=7.17m3
4Z2=0.5×0.4×7.17×4=5.736m3
2Z3=0.4×0.4×7.17×2=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):
m2
4Z1=0.5×4×(1.2+7.17)×4=66.96m2
4Z2=(0.5+0.4)×2×(1.2+7.17)×4=60.264m2
2Z3=0.4×4×(1.2+7.17)×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:
m2
4Z1=0.37×0.5×2×4=1.48m2
4Z2=(0.37×0.5×2+0.24×0.5)×4=1.96m2
2Z3=0.24×0.5×3×2=0.72m2
小计:
1.48+1.96+0.72=4.16m2
二层梁与柱交叉部分模板的面积:
m2
4Z1=0.37×0.65×2×4=1.924m2
4Z2=(0.37×0.65×2+0.24×0.5)×4=2.404m2
2Z3=0.24×0.5×3×4=0.72m2
小计:
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:
m3
4Z–=(0.24×0.24×0.54+0.24×0.03×0.54×2)×4=0.156m3
4Z∟=(0.24×0.24×0.54+0.24×0.03×0.54×2)×4=0.156m3
V总=0.156+0.156=0.312m3
模板的面积:
m2
4Z–=(0.24+0.006×2)×0.54×2×4=1.555m2
4Z∟=(0.24+0.006)×0.54×2×4+0.006×0.54×2×4=1.555m2
S总=1.555+1.555=3.11m2
3.57mC25砼框架梁m3
①④2KL2
(1):
(6-0.25×2)×0.37×0.4×2=1.628m3
②③2KL4
(2):
(6-0.25×2-0.4)×0.24×0.4×2=0.979m3
A2KL3(3):
(11.1-0.25×2-0.4×2)×0.37×0.4=1.4504m3
C2KL1(3):
(11.1-0.25×2-0.4×2)×0.37×0.4=1.4504m3
BKL5
(1):
(4.5-0.2×2)×0.24×0.4=0.394m3
小计:
1.628+0.979+1.4504+1.4504+0.394=5.901m3
模板:
m2
①④2KL2
(1):
(0.5+0.4+0.37)×(6-0.25×2)×2=13.97m2
②③2KL4
(2):
(0.4+0.4+0.24)×(6-0.25×2-0.4)×2=10.608m2
A2KL3(3):
(0.5+0.4+0.37)×(11.1-0.25×2-0.4×2)=12.446m2
C2KL1(3):
(0.5+0.4+0.37)×(11.1-0.25×2-0.4×2)=12.446m2
BKL5
(1)(0.4+0.4+0.24)×(4.5-0.2×2)=4.264m2
小计:
13.97+10.608+12.446+12.446+4.264=53.734m2
7.17mC25砼框架梁:
m3
①④2KL2
(1):
(6-0.25×2)×0.37×0.55×2=2.2385m3
②③2KL4
(2):
(6-0.25×2-0.4)×0.24×0.4×2=0.979m3
A2KL3(3):
(11.1-0.25×2-0.4×2)×0.37×0.55=1.9943m3
C2KL1(3):
(11.1-0.25×2-0.4×2)×0.37×0.55=1.9943m3
BKL5
(1):
(4.5-0.2×2)×0.24×0.4=0.3936m3
小计:
2.2385+0.979+1.9943+1.9943+0.3936=7.599m3
模板:
m2
①④2KL2
(1):
(0.65+0.55+0.37)×(6-0.25×2)×2=17.27m2
②③2KL4
(2):
(0.4+0.4+0.24)×(6-0.25×2-0.4)×2=10.608m2
A2KL3(3):
(0.65+0.55+0.37)×(11.1-0.25×2-0.4×2)=15.386m2
C2KL1(3):
(0.65+0.55+0.37)×(11.1-0.25×2-0.4×2)=15.386m2
BKL5
(1)(0.4+0.4+0.24)×(4.5-0.2×2)=4.264m2
小计:
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:
m3
V1=11.6×6.5×0.1=7.54m3
楼梯间=(4.5-0.12×2)×(2.1-0.12×2)×0.1=0.792m3
柱=(0.5×0.5×0.1×4)+(0.5×0.4×0.1×4)+(0.4×0.4×0.1×2)=0.212m3
V=7.54-0.792-0.212=6.536m3
模板:
m2
2S1=(3.3-0.12×2)×(6-0.12×2)×2=35.2512m2
S2=(4.5-0.12×2)×(3.9-0.12×2)=15.5916m2
小计:
35.2512+15.5916=50.8428m2
7.17mC25砼平板:
m3
V1=11.6×6.5×0.1=7.54m3
柱:
(0.5×0.5×0.1×4)+(0.5×0.4×0.1×4)+(0.4×0.4×0.1×2)=0.212m3
V=7.54-0.212=7.328m3
模板:
m2
2S1=(3.3-0.12×2)×(6-0.12×2)×2=35.2512m2
S2=(4.5-0.12×2)×(3.9-0.12×2)=15.5916m2
S3(4.5-0.12×2)×(2.1-0.12×2)=7.9236m2
小计:
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=4.56×1.2×0.1=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
模板:
m2
S=6.84×0.9×2=12.312m2
挑檐:
m3
底板V=(11.6+0.6×2+6.5)×2×0.6×0.1+4.56×0.6×0.1=2.5896m3
上卷V=[11.6+0.6×2+6.5+(0.6-0.06)×2]×2×0.06×0.2+0.6×0.06×0.2×2=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):
m2
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)×(0.99×2+0.12-0.12×2)×0.1=0.128m3
模板m2
S=(1.05-0.12-0.24)×(0.99×2+0.12-0.12×2)=1.28m2
C25砼预制过梁m3
GL24M—1:
(2.4+0.5)×0.24×0.37=0.258m3
GL124M—2:
(0.9+0.5)×0.12×0.24×4=0.161m3
GL122M—3:
(0.9+0.5)×0.12×0.24×2=0.081m3
GL188C—1:
(1.5+0.5)×0.18×0.37×8=1.066m3
GL182C—2:
(1.8+0.5)×0.18×0.37×2=0.306m3
GL24MC—1:
(2.4+0.5)×0.24×0.37=0.258m3
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
预制过梁运输:
2.162m3
模板S=2.162m2
M5水泥砂浆砌砖基础(-1.000~±0.000):
m3
L外=(11.1-0.25×2-0.4×2)×2+(6-0.25×2)×2=30.6m
L内=(6-0.25×2-0.4)×2+(4.5-0.2×2)=14.3m
V外=30.6×0.365×1=11.169m3
V内=14.3×0.24×1=3.432m3
V砖基=11.169+3.432=14.601m3
M5混合砂浆砌砖墙(±0.000~7.17m):
m3
首层3.57m:
V外1=30.6×0.365×(3.57-0.5)=34.29m3
V内1=14.3×0.24×(3.57-0.5)=10.54m3
4C—1=1.5×1.8×0.365×4=3.94m3
C—2=1.8×1.8×0.365=0.99m3
M—1=2.4×2.7×0.365=2.37m3
2M—2=0.9×2.4×0.24×2=1.04m3
M—3=0.9×2.1×0.24=0.45m3
V外=34.29-3.94-0.99-2.37=26.99m3
V内=10.54-1.04-0.45=9.05m3
二层7.17m:
V外2=30.6×0.365×(7.17-3.57-0.65)=32.95m3
V内2=14.3×0.24×(7.17-3.57-0.65)=10.64m3
V外=32.95-3.94-0.99-2.37=25.65m3
V内=10.64-1.04-0.45=9.15m3
首层和二层的外墙过梁=0.258+1.066+0.306+0.258=1.888m3
首层和二层的内墙过梁=0.161+0.081=0.242m3
V外=26.99+25.65-1.888=50.752m3
V外=9.05+9.15-0.242=17.958m3
M5混合砂浆砌女儿墙:
m3
L=(11.6+6)×2=35.2m
女儿墙构造柱的体积=0.312m3
V=35.2×0.24×0.54-0.312=4.25m3
C25砼压顶m3
V=35.2×0.3×0.006=0.63m3
模板:
S=0.63m2
基础的墙拉筋A6@500(h=1m)
外墙L=(1×2+0.37-0.005+12.5×0.006)×2×16=76.8m
内墙L=(1×2+0.24-0.05+12.5×0.006)×2×10=42.425m
基础的墙拉筋=76.84+42.425=119.265m
首层的墙拉筋(h=3.57-0.5=3.07m)
外墙AC轴
C—1、C—2窗上下墙拉筋:
L=(1×2+0.37-0.05+12.5×0.006)×3×10=72.04m
C—1窗口处墙拉筋:
L1=[(0.9-0.25-0.025)×2+0.37-0.05+12.5×0.006]×3×4=19.815m
L2=[(0.9-0.2-0.025)×2+0.37-0.05+12.5×0.006]×3×4=21.015m
C—2窗口处墙拉筋:
L=(1×2+0.37-0.05+12.5×0.006)×3×2=14.408m
M—1门上墙拉筋:
L=(1×2+0.37-0.05+12.5×0.006)×1×2=4.83m
M—1门口处墙拉筋:
L=[(1.05-0.2-0.025)×2+0.37-0.05+12.5×0.006]×5×2=20.513m
①④轴L(1×2+0.37-0.05+12.5×0.006)×6×4=57.63m
小计:
72.04+19.815+21.015+14.408+4083+20.513+57.63=209.224m
内墙:
m
L=(1×2+0.24-0.05+12.5×0.006)×6×7=95.393m
M—2、M—3上的墙拉筋:
L=(1×2+0.24-0.05+12.5×0.006)×1×3=6.814m
小计:
95.393+=102.207m
首层墙拉长筋=209.224+102.207=311.431m
二层的墙拉筋
外墙:
(h=7.17-3.57-0.65=2.95m)
C—1、C—2窗下墙拉筋:
L=(1×2+0.37-0.05+12.5×0.006)×2×10=48.025m
C—1窗口处墙拉筋:
L1=[(0.9-0.25-0.025)×2+0.37-0.05+12.5×0.006]×3×4=19.815m
L2=[(0.9-0.2-0.025)×2+0.37-0.05+12.5×0.006]×3×4=21.015m
C—2窗口处墙拉筋:
L=(1×2+0.37-0.05+12.5×0.006)×3×2=14.408m
MC—1窗下墙拉筋:
L=(1×2+0.37-0.05+12.5×0.006)=4.803m
MC—1窗口处墙拉筋:
m
L1=[(1.05-0.2-0.025)×2+0.37-0.05+12.5×0.006]×3×2=12.308mL2=[(1.05-0.2-0.025)×2+0.37-0.05+12.5×0.006]×2×1=4.103m
AC轴墙拉筋L=(1×20.37-0.05+12.5×0.006)×5×4=48.025m
小计:
48.025+19.815+21.015+14.408+4.803+12.308+4.103+48.025=172.502m
内墙:
(h=7.17-3.57-0.5=3.1m)
L=(1×2+0.24-0.05+12.5×0.006)×6×7=95.393m
M—2、M—3门上墙拉筋:
L=(1×2+0.24-0.05+12.5×0.006)×1×3=7.204m
二层的墙拉筋=172.502+95.393+7.204=274.709m
墙的总拉长筋=119.265+311.431+274.709=705.405m
吨数=705.405×0.261÷1000=0.184吨
M—1:
木门框的制作=(2.38+2.69)×2=10.14m
安装=(2.38+2.69)×2=10.14m
木门扇的制作1.986×2=3.972m2
安装1.986×2=3.972m2
亮子的制作=1.986×0.603=1.198m2
安装=1.986×0.603=1.198m2
小五金:
65颌:
4个×0.46100颌:
4个×2.1
75插销:
1个×75/65×0.321个×0.45暗插销:
2个×15
75拉手:
2个×0.45125拉手:
4个×0.65
油漆=2.38×2.69=6.402m2
木门运输=2.38×2.69=6.402m2
门锁:
1把
4M—2
木门框的制作=(0.88+2.39)×2×4=26.16m
安装=(0.88+2.39)×2×4=26.16m
木门扇的制作=0.786×1.938×4=4.396
安装=0.786×1.938×4=4.396
亮子的制作=0.786×0.365×4=1.148m2
安装=0.786×0.365×4=1.148m2
小五金:
65颌:
2×4=8个×0.46100插销:
2×4=8个×2.1
75插销:
1×4=4个×75/65×0.32插销:
1×4=4个×0.45
75拉手:
1×4=4个×0.45125拉手:
1×4=4个×0.65
油漆=0.88×2.39×4=8.413m2
木门运输=0.88×2.39×4=8.413m2
门锁:
1×4=4把
2M—3
木门框的制作=(0.88+2.09×2)×2=10.12m
安装=(0.88+2.09×2)×2=10.12m
木门扇的制作=0.786×2.038×2=3.204m2
安装=0.786×2.038×2=3.204m2
小五金:
100颌2×2=4个×2.1100插销1×2=2个×0.45
125拉手2×2=4个×0.65
油漆=0.88×2.09×2=3.678m2
木门运输=0.88×2.09×2=3.678m2
门锁:
1×2=2把
8C—1塑钢窗=1.5×1.8×8=21.6m2
2C—2塑钢窗=1.8×1.8×2=6.48m2
MC—1塑钢窗=1.5×1.8=2.7m2;塑钢门=0.9×2.7=2.43m2
装饰装修:
首层:
地25A:
接待室m2
1、9.5厚硬实木复合地板
2、35厚C15细石砼随打随抹平
3、1.5厚聚氨酯涂膜防潮层(上卷150mm,门口300mm)
4、50厚C15C15细石砼随打随抹平
5、150厚3:
7灰土
6、素土夯实,压实系数0.90(素土厚度204mm)
接待室=(4.5-0.24)×(3.9-0.24)=15.59m2
1、素土垫层=15.59×0.204=3.18m3
2、150厚3:
7灰土垫层=15.59×0.15=2.34m3
3、50厚C15细石砼找平=15.59m2
4、1.5厚聚氨酯涂膜防水(上卷150mm,门口300mm):
m2
上卷=(4.26+3.66)×2×0.15=2.376m2
门口=2.4×0.15+0.9×0.15×2+0.9×0.15=0.765m2
防水=15.59+2.376+0.765=18.73m2
5、35厚C15细石砼找平=15.59m2
6、9.5厚硬实木复合地板:
m2
门口=2.4×0.185+0.9×0.12×2+0.9×0.12=0.768m2
9.5厚硬实木复合地板=15.59+0.768=16.358m2
地9:
图形培训室、钢筋培训室m2
1、10厚铺地砖,细水泥浆擦缝
2、6厚建筑胶水泥砂浆粘结层
3、20厚1:
3水泥砂浆粘结层
4、素水泥结合层一道
5、50厚C10砼
6、150厚3:
7灰土
7、素土夯实,压实系数0.90(素土厚度214mm)
图形培训室、钢筋培训室=(303-0.24)×(6-0.24)×2=35.25m2
1、素土垫层=35.25×0.214=7.54m3
2、150厚3:
7灰土垫层=35.25×0.15=5.29m3
3、50厚C10砼垫层=35.25×0.05=1.76m3
4、20厚1:
3水泥砂浆找平=35.25m2
5、10厚铺地砖:
m2
门口=0.9×0.12×2=0.216m2
铺地砖=35.25+0.216=35.466m2
地3A:
楼梯间m2
1、20厚1:
2水泥砂浆抹面压实赶光
2、素水泥一道
3、50厚C10砼
4、150厚3:
7灰土
5、素土夯实,压实系数0.90(素土厚度230mm)
楼梯间=(4.5-0.24)×(2.1-0.24)=7.92m2
1、素土垫层=7.92×0.23=1.82m3
2、150厚3:
7灰土垫层=7.92×0.15=1.19m3
3、50厚C10砼垫层=7.92×0.05=0.40m3
4、20厚1:
2.5水泥砂浆抹面压实赶光=7.92m2
二层
地8D:
会客厅、阳台
1、10厚铺地砖,细水泥浆擦缝
2、6厚建筑胶水泥砂浆粘结层
3、素水泥浆一道
4、35厚C15细石砼找平层
5、素水泥浆一道
会客厅=(4.5-0.24)×(3.9-0.24)=15.59m2
1、35厚C15细石砼找平层
2、10厚铺地砖:
m2
门口=0.9×0.185+0.9×0.12×2+0.9×0.12=0.49m2
铺地砖=15.59+0.49=16.08m2
阳台=(4.56-0.06×2)×(1.2-0.06)5.