完整版广联达培训楼工程量计算1

7/7完整版广联达培训楼工程量计算1

广联达培训楼工程量计算

1、建筑面积：m2

首层：11.6X6.5=75.4m2

二层：11.6X6.5=75.4m2

阳台：4.56X1.2X1十2=2.736m2

建筑总面积：75.4+75.4+2.736=153.536吊

2、平整场地面积：m2

11.6X6.5=75.4m2

3、土方量：m3

H=(-0.45)-(-1.6)=1.15m

垫层长：11.6+0.35X2=12.3m

垫层宽：6.5+0.35X2=7.2m

V=(a+2c)(b+2c)h

=(12.3+0.3X2)X(7.2+0.3X2)X1.15=115.7m3

4、C10砼垫层：m3

V=垫层长X垫层宽X垫层厚=(11.6+0.35X2)X(6.5+0.35X2)0.1=8.856m3垫层模板m2

S=(11.6+0.35X2+6.5+0.35X2)X2X0.1=3.9m2

5、C25满堂基础(有梁式)：m3

W=(11.6+0.25X2)(6.5+X2)0.3=25.41

V=1/2X0.15X0.1X[11.6+(0.1+0.075)X2+6.5+(0.1+0.075)X2]X2=0.282V=25.41-0.282=25.128m3

基础梁砼体积：m3

①④2JL2(1):(6-0.25X2)X0.5X0.12X2=1.1m3

②③2JL3(2):[(3.3-0.25-0.2)+(2.1-0.25-0.2)]X0.4X0.2X2=0.816m3AC2JL1(3)：[(3.3-0.25-0.2)X2(4.5-0.2-0.2)]X0.5X0.2X2=1.96m3BJL4(4.5-0.2-0.2)X0.4X0.2=0.328m3

V梁=1.1+0.816+1.936+0.328=4.204*

V总25.128+4.204=29.332n?

基础模板：m2

V=(11.6+0.25X2+6.5+0.25X2)X2X0.2=7.64m2梁的模板：m2

①④2JL2(1):(6-0.25X2)X0.2X2X2=4.4m2

②③2JL3(2):[(3.3-0.25-0.2)+(2.1-0.25-0.2)]

AC2JL1(3)：[(3.3-0.25-0.2)X2(4.5-0.2-0.2)]BJL4(4.5-0.2-0.2)X0.2X2=1.64m2

梁的模板：S=4.4+4.08+7.84+1.64=17.96&

C30砼框架柱(-1.2?土0.00)：m3

4Z1=0.5X0.5X1.2X4=1.2m3

4Z2=0.5X0.4X1.2X4=0.96m32Z3=0.4X0.4X1.2X2=0.384m3

C30砼框架柱的总体积=1.2+0.96+0.384=2.544m?

C25砼框架柱(土0.00?7.17):m3X0.2X2X2=4.08m2

2

4Zi=0.5X0.5X7.17X4=7.17m3

4Z2=0.5X0.4X7.17X4=5.736m3

2Z3=0.4X0.4X7.17X2=2.2944m3

C25砼框架柱的总体积=7.17+5.736+2.2944=15.2004n?框架柱的模板(-1.2?7.17):m2

4Z1=0.5X4X(1.2+7.17)X4=66.96m2

4Z2=(0.5+0.4)X2X(1.2+7.17)X4=60.264m2

2Z3=0.4X4X(1.2+7.17)X2=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：m24Z1=0.37X0.5X2X4=1.48m2

4Z2=(0.37X0.5X2+0.24X0.5)X4=1.96m2

2Z3=0.24X0.5X3X2=0.72m2小计：1.48+1.96+0.72=4.16mf二层梁与柱交叉部分模板的面积：m2

4Z1=0.37X0.65X2X4=1.924m2

4Z2=(0.37X0.65X2+0.24X0.5)X4=2.404m22Z3=0.24X0.5X3X4=0.72m2

小计：1.924+2.404+0.72=5.048*

框架柱的模板=154.008-4.16-5.048=144.8吊

C25砼女儿墙构造柱：m3

4Z-=(0.24X0.24X0.54+0.24X0.03X0.54X2)X4=0.156m34ZL=(0.24X0.24X0.54+0.24X0.03X0.54X2)X4=0.156m3V总=0.156+0.156=0.312m

模板的面积：m2

4Z-=(0.24+0.006X2)X0.54X2X4=1.555m2

4ZL=(0.24+0.006)X0.54X2X4+0.006X0.54X2X4=1.555m2S总

=1.555+1.555=3.11m?

3.57mC25砼框架梁m3

①④2KL2(1)：(6-0.25X2)X0.37X0.4X2=1.628m3

②③2KL4(2):(6-0.25X2-0.4)X0.24X0.4X2=0.979m3A2KL3(3):(11.1-

0.25X2-0.4X2)X0.37X0.4=1.4504m3C2KL1(3):(11.1-0.25X2-0.4X2)X0.37X0.4=1.4504m3BKL5(1):(4.5-0.2X2)X0.24X0.4=0.394m3小计：

1.628+0.979+1.4504+1.4504+0.394=5.901m模板：m2

①④2KL2(1)：(0.5+0.4+0.37)X(6-0.25X2)X2=13.97m2

②③2KL4(2)(0.4+0.4+0.24)X(6-0.25X2-0.4)X2=10.608m2A2KL3(3):

(0.5+0.4+0.37)X(11.1-0.25X2-0.4X2)=12.446m2C2KL1(3):

(0.5+0.4+0.37)X(11.1-0.25X2-0.4X2)=12.446m2BKL5(1)(0.4+0.4+0.24)X(4.5-0.2X2)=4.264m2小计：13.97+10.608+12.446+12.446+4.264=53.734rfl7.17mC25砼框架梁：m3

①④2KL2(1):(6-0.25X2)x0.37X0.55X2=2.2385m3

②③2KL4(2):(6-0.25X2-0.4)X0.24X0.4X2=0.979m3

A2KL3(3):(11.1-0.25X2-0.4X2)X0.37X0.55=1.9943m3

C2KL1(3):(11.1-0.25X2-0.4X2)X0.37X0.55=1.9943m3

BKL5(1):(4.5-0.2X2)X0.24X0.4=0.3936mF

小计：2.2385+0.979+1.9943+1.9943+0.3936=7.599m

模板：m2

①④2KL2(1):(0.65+0.55+0.37)X(6-0.25X2)X2=17.27m2

②③2KL4(2)(0.4+0.4+0.24)X(6-0.25X2-0.4)X2=10.608mi

A2KL3(3):(0.65+0.55+0.37)X(11.1-0.25X2-0.4X2)=15.386m2

C2KL1(3):(0.65+0.55+0.37)X(11.1-0.25X2-0.4X2)=15.386m2

BKL5(1)(0.4+0.4+0.24)X(4.5-0.2X2)=4.264m2

小计：17.27+10.608+15.386+15.386+4.264=62.914m

C25砼框架梁m3V总=5.901+7.5999=13.5009用

框架梁的模板m2S总=53.734+62.914=116.648m

3.57mC25砼平板：m3

V1=11.6X6.5X0.1=7.54m3

楼梯间=(4.5-0.12X2)X(2.1-0.12X2)X0.1=0.792mi

柱=(0.5X0.5X0.1X4)+(0.5X0.4X0.1X4)+(0.4X0.4X0.1X2)=0.212m3

V=7.54-0.792-0.212=6.536m3

模板：m2

2S1=(3.3-0.12X2)X(6-0.12X2)X2=35.2512m?

S2=(4.5-0.12X2)X(3.9-0.12X2)=15.5916m2

小计：35.2512+15.5916=50.8428&

7.17mC25砼平板：m3

V1=11.6X6.5X0.1=7.54m3

柱:(0.5X0.5X0.1X4)+(0.5X0.4X0.1X4)+(0.4X0.4X0.1X2)=0.212m3

V=7.54-0.212=7.328m3

模板：m2

2S1=(3.3-0.12X2)X(6-0.12X2)X2=35.2512mi

S2=(4.5-0.12X2)X(3.9-0.12X2)=15.5916m2

S3(4.5-0.12X2)X(2.1-0.12X2)=7.9236m2

小计：35.2512+15.5916+7.9236=58.7664吊

C25m3V总=6.536+7.328=13.864n?

平板模板m2S总=50.8428+58.7664=109.6092m

C25砼阳台平板m3

V=4.56X1.2X0.1=0.5472m3

模板

S=4.56X1.2=5.472m2

C25砼拦板m3

L=(1.2-0.03)X2+(4.5-0.03X2)=6.84m

V=6.84X0.06X0.9=0.37m3

模板：m2

S=6.84X0.9X2=12.312m2

挑檐：m3

底板V=(11.6+0.6X2+6.5)X2X0.6X0.1+4.56X0.6X0.1=2.5896m3

上卷V=[11.6+0.6X2+6.5+(0.6-0.06)X2]X2X0.06X0.2+0.6X0.06X0.2X2=0.504m3

V总=2.5896+0.504=3.0936mi

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)X(0.99X2+0.12-0.12X2)=6.6402m2模板m2

S=6.6402

C25砼平台m3

V=(1.05-0.12-0.24)X(0.99X2+0.12-0.12X2)X0.1=0.128nf

模板m2

S=(1.05-0.12-0.24)X(0.99X2+0.12-0.12X2)=1.28m2

C25砼预制过梁m3

GL24M—1:(2.4+0.5)X0.24X0.37=0.258

GL124M—2:(0.9+0.5)X0.12X0.24X4=0.161m3

GL122M—3:(0.9+0.5)X0.12X0.24X2=0.081m3

GL188C—1:(1.5+0.5)X0.18X0.37X8=1.066m3

GL182C—2:(1.8+0.5)X0.18X0.37X2=0.306m3

GL24MC—1:(2.4+0.5)X0.24X0.37=0.258m?

过梁安装:0.258+0.161+0.081+1.066+0.306+0.258=2.13m

预制过梁制作:2.13X1.015=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?土0.000):m3

L外=(11.1-0.25X2-0.4X2)X2+(6-0.25X2)X2=30.6m

L内=(6-0.25X2-0.4)X2+(4.5-0.2X2)=14.3m

V夕卜=30.6X0.365X1=11.169m3

V内=14.3X0.24X1=3.432m3

V砖基=11.169+3.432=14.601m

M5混合砂浆砌砖墙(土0.000?7.17m):m3

首层3.57m:

V外1=30.6X0.365X(3.57-0.5)=34.29m3

V内1=14.3X0.24X(3.57-0.5)=10.54m3

4C—1=1.5X1.8X0.365X4=3.94m3

C—2=1.8X1.8X0.365=0.99m3

M—1=2.4X2.7X0.365=2.37m3

2M—2=0.9X2.4X0.24X2=1.04m3

M—3=0.9X2.1X0.24=0.45m3

V外=34.29-3.94-0.99-2.37=26.99m?

V内=10.54-1.04-0.45=9.05Mi

二层7.17m:

V外2=30.6X0.365X(7.17-3.57-0.65)=32.95m3

V内2=14.3X0.24X(7.17-3.57-0.65)=10.64m3

V外=32.95-3.94-0.99-2.37=25.65n?

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=1.888卅

首层和二层的内墙过梁=0.161+0.08仁0.242m3

V外=26.99+25.65-1.888=50.752m5

V外=9.05+9.15-0.242=17.958m5

M5混合砂浆砌女儿墙：m3

L=(11.6+6)X2=35.2m

女儿墙构造柱的体积=0.312m3

V=35.2X0.24X0.54-0.312=4.25m3

C25砼压顶m3

V=35.2X0.3X0.006=0.63m3

模板:S=0.63m2

M—1:

木门框的制作=(2.38+2.69)X2=10.14m

安装=(2.38+2.69)X2=10.14m

木门扇的制作1.986X2=3.972m2

安装1.986X2=3.972m2

亮子的制作=1.986X0.603=1.198m

安装=1.986X0.603=1.198m2

小五金：65颌:4个X0.46100颌:4个X2.1

75插销:1个X75/65X0.321个X0.45暗插销:2个X15

75拉手:2个X0.45125拉手:4个X0.65

油漆=2.38X2.69=6.402m2

木门运输=2.38X2.69=6.402m2

门锁:1把

4M—2

木门框的制作=(0.88+2.39)X2X4=26.16m

安装=(0.88+2.39)X2X4=26.16m

木门扇的制作=0.786X1.938X4=4.396

安装=0.786X1.938X4=4.396

亮子的制作=0.786X0.365X4=1.148m2

安装=0.786X0.365X4=1.148m2

小五金：65颌：2X4=8个X0.46100插销：2X4=8个X2.1

75插销:1X4=4个X75/65X0.32插销:1X4=4个X0.45

75拉手:1X4=4个X0.45125拉手:1X4=4个X0.65油漆=0.88X2.39X4=8.413m2木门运输=0.88X2.39X4=8.413m2

门锁:1X4=4把

2M—3

木门框的制作=(0.88+2.09X2)X2=10.12m

安装=(0.88+2.09X2)X2=10.12m

木门扇的制作=0.786X2.038X2=3.204m2

安装=0.786X2.038X2=3.204m2

小五金：100颌2X2=4个X2.1100插销1X2=2个X0.45

125拉手2X2=4个X0.65

油漆=0.88X2.09X2=3.678m2

木门运输=0.88X2.09X2=3.678m2

门锁:1X2=2把

8C—1塑钢窗=1.5X1.8X8=21.6m2

2C—2塑钢窗=1.8X1.8X2=6.48m2

MC—1塑钢窗=1.5X1.8=2.7m2;塑钢门=0.9X2.7=2.43m2装饰装修:

首层：

地25A:接待室m2

接待室=(4.5-0.24)X(3.9-0.24)=15.59m2

1、素土垫层=15.59X0.204=3.18m3

2、150厚3:7灰土垫层=15.59X0.15=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)X2X0.15=2.376m2

门口=2.4X0.15+0.9X0.15X2+0.9X0.15=0.765*

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=2.4X0.185+0.9X0.12X2+0.9X0.12=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

图形培训室、钢筋培训室=(303-0.24)X(6-0.24)X2=35.25m2

1、素土垫层=35.25X0.214=7.54m3

2、150厚3:7灰土垫层=35.25X0.15=5.29m3

3、50厚C10砼垫层=35.25X0.05=1.76m3

4、20厚1:3水泥砂浆找平=35.25m2

5、10厚铺地砖：m2

门口=0.9X0.12X2=0.216m2

铺地砖=35.25+0.216=35.466m2

地3A:楼梯间m2

楼梯间=(4.5-0.24)X(2.1-0.24)=7.92m2

1、素土垫层=7.92X0.23=1.82m3

2、150厚3:7灰土垫层=7.92X0.15=1.19m3

3、50厚C10砼垫层=7.92X0.05=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

会客厅=(4.5-0.24)X(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=0.9X0.185+0.9X0.12X2+0.9X0.12=0.49m2

铺地砖=15.59+0.49=16.08m2

阳台=(4.56-0.06X2)X(1.2-0.06)5.06m2

1、35厚C15细石砼找平层=5.06m2

2、10厚铺地砖：m2

门口=0.9X0.185=0.17m2

铺地砖=5.06+0.17=5.23m2

小计:15.59+5.06=20.65m2

16.08+5.23=21.31m2

楼2D:清单培训室、预算培训室m2

清单培训室、预算培训室=(3.3