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V=∑(V桩身+V扩大头)×
数量=∑(V桩身+V圆台+V圆柱+V球冠)×
数量
(桩外径150cm内,孔深15m内)
其中:
V桩身=π(D+0.3m)²
×
L/4;
V圆柱=π(D+2d)²
h2/4
V圆台=π[(D+0.3m)²
+(D+2d)²
+(D+0.3m)(D+2d)]×
h1/12;
V球冠=π(R-h/3)×
h²
单根桩身体积计算
V桩身=π(1.00+0.3)²
(10.00+0.60+0.30+0.10+0.50-0.30)/4=14.858
m³
14.858
扩大头体积计算
VzJ1扩大头=π[(1+0.3)²
+1.4²
+(1+0.3)×
1.4]×
0.80/12+π×
1.4²
0.50/4+π{[(1.4/2)²
+0.2]×
1/(0.2×
2)-0.2/3}×
0.2²
=2.073
2.073
列式:
计算:
复核:
工程名称工程量计算表共页第2页
VzJA扩大头=π[(1+0.3)²
+1.6²
1.6]×
1.6²
0.50/4+π{[(1.6/2)²
+0.2²
]/(0.2×
=2.535
2.535
V=(V桩身+VzJ1扩大头)×
6根+(V桩身+扩大头VzJA)×
6根
=(14.858+2.072)×
6+(14.858+2.535)×
6=205.94
205.94
3
A1-9
人工挖地槽(二类土,2m内)
公式:
V=(梁宽b+0.20m)×
(梁高h-室内外高差0.30m)×
地槽净长线总长度∑L
计算地槽净长线总长度
JKL1
(2)
L1=4.82+5.00+0.09×
2-0.60/2×
2-(1.0+0.3)/2×
2-(1.0+0.30)=6.800
m
6.800
JKL2(2根)
L2=[5.00+0.09-0.09-0.1-0.5/2-(1.0+0.3)/2]×
2=8.000
8.000
轴JKL3
L3=4.82+0.09×
2-0.65/2×
2-(1.0+0.30)/2×
2=3.050
3.050
L3’=4.82+0.09×
2-0.55/2×
2=3.150
3.150
JKL4
L4=4.82+5.00+0.09×
2-0.55/2-0.5/2-(1.0+0.30)/2×
2—(1.0+0.30)=6.875
6.875
JKL5
L5==2.40+1.45+4.17+0.95+3.85+0.09*2-0.25/2-0.35/2-(1.0+0.30)/2*2-(1.0+0.30)*2=8.800
8.800
JKL6
L6=2.40+1.45+4.17+0.95+3.85+0.09×
2-0.25/2-0.35/2-(1.0+0.30)/2*2-(1.0+0.30)*2=8.800
JKL7
L7=2.40+1.45+4.17+0.95+3.85+0.09×
2-0.25/2-0.4/2-(1.0+0.30)/2×
2-(1.0+0.30)*2=8.775
8.775
JL1
L1’=2.4+0.09-0.20-0.10-0.09-0.10=2.000
2.000
小计:
地槽净长线总长度∑L=6.8+8+3.05+3.15+6.875+8.800+8.800+8.775+2.000=56.25
56.25
计算人工挖地槽V=(0.20+0.20)0.50-0.30)×
∑L=0.40×
0.20×
56.27=4.500
4.500
4
A1-61
凿人工挖孔桩护壁
V=π/4[(D+0.3)²
-D²
]×
(0.50-0.30)×
12=π/4[(1+0.3)²
-1.0²
12=1.300
1.300
工程名称工程量计算表共页第3页
5
A1-145
基础回填土(人工夯实)
V基础回填=V挖方总体积-V室外地平以下所埋的基础结构物=(V空桩头土方+V人工挖地槽)-(V-0.30至-0.50柱段+V-0.30以下地梁结构体积)
1.计算空桩头土方体积
V1=π/4(D+0.30)²
12根=π/4(1.0+0.30)²
12=3.184
3.184
2.计算-0.30m至-0.50m的柱段体积
V2=∑首层柱截面面积×
12根=(0.25×
0.6×
3根+0.25×
0.65×
2根+0.4×
0.5×
3根+0.35×
0.55×
4根)=0.429
0.429
3.计算-0.30m以下地梁的结构体积
V3=梁宽b×
(梁高h-0.30)×
地梁结构净长线总长度∑L’
1)计算地梁结构净长线总长度∑L’
L1’=4.82+5.00+0.09×
2-0.06×
3个=8.200
8.200
JKL1(2根)
L2’=(5.00+0.09-0.09-0.5×
1)×
2=9.000
9.000
2-0.65×
2=3.700
3.700
L3’=4.82-0.09×
2-0.55×
2=3.900
3.900
L4’=4.82+5.00+0.09×
2-0.50×
1=8.400
8.400
L5’=2.40+1.45+4.17+0.95+3.85+0.09×
2-0.25×
2-0.35×
2=11.800
11.800
L6’=2.40+1.45+4.17+0.95+3.85+0.09×
L7’=2.40+1.45+4.17+0.95+3.85+0.09×
1-0.40×
3=11.550
11.550
L1’=2.40+0.09-0.09=2.220
2.220
∑L’=8.200+9.000+3.700+3.900+8.400+11.800+11.800+11.550+2.220=70.570
70.570
列式:
工程名称工程量计算表共页第4页
2)计算-0.30m一下地梁结构体积:
V3=0.20×
∑L’=0.2×
0.2×
70.570=2.823
2.823
4.计算基础回填土:
V基础回填=(V1+V人工挖地槽)-(V2+V3)=(3.180+4.500)-(0.430+2.820)=4.430
4.430
6
(A1-57)+(A1-58)×
人工装汽车运卸土方(运距3km)
V余土外运=V挖方总体积-V基础回填×
体积折算系数(1.15)=(V人工挖孔桩挖土+V人工挖地槽)-V基础回填×
1.15=(205.94+4.50)-4.43×
1.15=205.35
205.35
7
A1-124
凿桩头运输(人工装卸汽车运石方,1km内)
V=π/4[(D+0.30)²
(0.50-0.30)×
12=π/4[(1.0+0.30)²
A2桩基础工程
A2-86换
人工挖孔桩护壁(含C20,20石)(桩外径150cm内,孔深15m内)
V护壁=V人工挖孔桩挖土=205.94
A2-98换
人工挖孔桩桩芯(含C20,,40石)
V桩芯=(V护壁-V空桩头-V桩帽)/10m³
7.350m³
V空桩头=π/4(D+0.30)²
(h03-室外标高)×
12根
V桩帽=π/4(D+0.30)²
(0.60+0.30+0.10)×
V空桩头=π/4(1.0+0.30)²
V桩帽=π/4(1.0+0.30)²
12=15.920
15.920
V桩芯=(205.94-3.184-15.920)/10m³
=137.324
137.324
人工挖孔桩桩芯(含C25,,40石)
V’桩芯=V桩帽/10m³
=15.920/10m³
=11.70
11.70
工程名称工程量计算表共页第5页
A3砌筑工程
A3-69换
蒸压灰砂砖外墙(墙厚17.5cm,M7.5水泥石灰砂浆)
V外墙=[墙(净)长×
墙(净)高-门窗洞口等面积]×
墙体计算厚度+∑V
1.计算首层外墙体积:
轴
(4.82+5.00+0.09×
2-0.60×
3个)×
(4.50-0.60)×
0.175=5.597
2个-0.50)(4.50-0.60)×
0.175=5.733
A轴
[(12.82+0.09×
2)×
(4.50-0.60)-2.305×
3×
2-2.50×
(12.82+0.09×
2个-0.35×
2个)]=2.285
C轴
3-0.25)×
(4.5-0.6)-(1.5×
2.1×
3+0.8×
2.1)-(2.4-0.25-0.09+0.09)×
0.2-(1.5+0.5)×
2-(0.8+0.5)×
0.15]×
0.175=6.794
V首层外墙体积=5.597+5.733+2.285+6.794=20.409
2.计算二层外墙体积:
(12.120+0.09×
(3.30-0.50)-(1.6-0.09)×
0.5/2-(0.8-0.09)×
0.057×
0.175=5.220
5.220
南面外墙
[(2.40+2.60+1.80+3.00)×
(3.30-0.45)-1.50×
1.90-3个×
0.8×
1.10]×
0.175+[(3.02+0.09-0.04)×
(3.30-0.40)-0.80×
2.10-1.50×
0.175+[(0.80+0.50+0.09-0.40)(3.30-0.45)]×
0.175+[(0.80+0.50)(3.30-0.45)]×
0.175=4.940
4.940
附件1
工程名称工程量计算表共页第6页
北面外墙
[(3.85+3.85)×
(3.30-0.45)-2.40×
0.260×
2个]×
0.175+(5.12+0.09×
2-0.25-0.30)(3.30-0.45)-2.80×
2.10]×
0.175+[(1.50-0.09)×
(3.30-(0.50+0.45)/2]×
0.175×
2个=4.100
4.100
V二层外墙体积=5.220+5.220+4.940+4.100=19.480
19.480
3.计算三到五层外墙体积:
V三到五层外墙体积=V二层外墙体积×
3=19.480×
3=58.440
58.440
4.计算顶层外墙体积
(5.00+0.09-0.09-0.4)×
(2.8-0.40)×
0.175+(0.80-0.09)×
(2.80-0.40)×
0.175=2.230
2.230
[(5.00+0.09-0.30)×
(2.8-0.40)-0.90×
0.175=1.980
1.980
B轴
(2.4+0.09-0.25)×
(2.8-0.40)×
0.175=0.940
0.940
[2.4×
(2.80-0.40)-1.50×
1.90]×
(1.50+0.25×
2)=0.440
0.440
V顶层外墙体积=2.230+1.980+0.940+0.440=5.590
5.590
总计:
外墙总体积=20.409+19.480×
4+5.590=105.023
103.920
A3-71换
蒸压灰砂砖内墙
1.计算首层内墙体积
(墙厚17.5cm,M7.5水泥石灰砂浆)
V1=(1.50+0.09-0.50)×
(4.5-0.50)×
0.175=0.760
0.760
2.计算二层内墙体积
V1=[(5.00+0.09-0.5)(3.30-0.50)-1.20×
2.20]×
0.175-0.175×
(1.20+0.25×
2)=1.730
1.730
工程名称工程量计算表共页第7页
V2=[(0.80-0.09)(3.30-0.45)]×
0.175
0.350
V3=[(2.40+0.09-0.25)(3.30-0.50)]×
1.100
小计
:
V二层内墙体积=1.730+0.350+1.100=3.180
3.180
3.计算三到五层内墙体积
V三到五层内墙体积=V二层内墙体积=3.180×
3=9.540
9.540
总计
V内墙总体积=0.760+3.180×
4=13.480
13.480
A3-70换
(墙厚11.5cm,M7.5水泥石灰砂浆)
C,
轴之间
V=[(2.40-0.060×
2)×
(4.50-0.40)-0.80×
0.115=0.880
0.880
1.计算二层内墙体积
V1=[(3.00+1.82+0.06×
2个)×
(3.30-0.50)]×
0.115=1.240
1.240
V2=[(3.00+1.82+0.06×
0.115=1.270
1.270
V3=[(3.85-0.06×
(3.30-0.50)-0.90×
2.10]×
0.115=0.980
0.980
V4=[(2.40-0.06×
0.115=0.730
0.730
V5=[(1.82-0.06×
0.115=0.380
0.380
V6=[1.82×
0.115=0.420
0.420
V7=[(3.85+0.06×
2-0.30×
0.115=0.870
0.870
V8=[1.50×
(3.30-0.40)]×
0.115(中心线)=0.500
0.500
V9=[(2.60×
(3.30-0.40)-0.90×
0.115(中心线)=0.650
0.650
V10=[1.80×
(3.30-0.45)]×
0.115(中心线)=0.590
0.590
V11=[1.20×
(3.30-0.45)-0.90×
0.115(中心线)=0.180
0.180
工程名称工程量计算表共页第8页
V12=[(3.50-0.50)×
V13=[(3.50-0.50-0.09)×
(3.30-0.45)-1.80×
0.115=0.390
0.390
V14=[(3.50+0.80)×
0.115=1.430
V二层内墙体积=1.24+1.27+0.98+0.73+0.38+0.87+0.50+0.65+0.59+0.18+0.98+0.39+1.43=10.610
10.610
2.计算三到五层内墙体积
V三到五层内墙体积=V二层内墙体积×
3=10.610×
3=31.830
31.830
V内墙总体积=0.880+10.610×
4=43.32
43.32
附1
含量:
M5.0水泥石灰砂浆制作
V=[(103.92+13.48+43.32)×
1.180/10=18.965
18.965
A3-118换
砖混凝土混合栏板(通花面积50%以内)
L=(5.12-0.09×
4+(3.02-0.09×
4=31.12
31.12
A3-123换
砖砌台阶
S=水平投影面积=(12.82+0.09×
(0.40+0.30)=9.10
m²
9.10
工程名称工程量计算表共页第9页
A4混凝土及钢筋混凝土工程
A4-5换
现浇基础梁(C25,60石)
V=∑(bi×
hi)×
(H1+H0);
∑bi=b1+b2+……b12
V1=∑(0.25×
3+0.4×
3+0.25×
2+0.35×
4)