天业工 程 数 量 计 算 表修改后Word格式.docx
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天业工 程 数 量 计 算 表修改后Word格式.docx
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(0.86×
0.4+0.6×
0.24)×
1.6×
1根=0.781
Z5调整至Z8工程量增:
6.75+0.4×
11.7-0.5×
6.05-0.4×
10.8)×
2根=7.064
3
梁
增F交8~10轴LX1:
13.76×
0.7×
0.24=2.312
2.312
4
构造柱
两窗之间:
0.24×
0.3×
30根×
(2.25×
4+1.25)=92.25m2×
0.24=22.14
32.753
增加构造柱:
21.9×
6根=39.42m2×
0.24=9.461
层高加高:
10根=4.8m2×
0.24=1.152
5
砌砖
32根×
4+1.25)=196.8m2×
0.24=47.232
93.73
楼梯间:
[(13.88-0.56-0.4)×
4条+(6.8-0.8)×
2条]×
0.24=101.888m2×
0.24=24.452
屋顶女儿墙栏杆改砖墙:
2.2×
11条×
1.5×
0.24=36.3m2×
0.24=8.71
原设计女儿墙加高0.2m:
(191.6-2.2×
11)×
0.2×
0.24=33.48m2×
0.24=8.035
天业建材厂房工程1#楼第3页共6页
电梯井部位加高:
(3.6×
2+3.3×
2)×
0.24=22.08m2×
0.24=5.3
6
抹灰
S=(196.8+101.888+36.3+33.48+22.08+构造柱136.5)×
2=1054
1054
二、
设计变更工程量减少部分及未做工程量:
7
散水坡
S=(13.88+0.34+0.6+46.82+0.6-3.47-7.58+14.64+79.86+0.6-7.56-3.47-6.88+13.88+0.6+79.86-7.56-13.88-7.44-7.56+46.82-13.88-6.92)×
0.6=212.3m×
0.6=127.38
﹣127.38
8
构架梁
屋顶1~3轴:
﹣34.677
GL1:
[(15.78+0.24-0.4×
3)×
2根+(8.4-0.4×
2-0.24)×
3根]×
0.24=4.965
GL2:
(8.4-0.24×
8根×
0.24=5.898
GL3:
(15.78+0.24)×
2根×
0.24-0.06×
0.08)+(8.4-0.24×
0.08)=4.323
天业建材厂房工程1#楼第4页共6页
屋顶9~10轴
[(8.78+0.24-0.4×
2)+(8.4-0.4×
2-0.24)]×
2根=2.991
4根×
0.24=2.949
(8.78+0.24)×
0.08)=3.046
屋顶A~B
[(6.12+0.24-0.4×
3)+(15.08-0.4×
3-0.24)]×
3根=5.414
(15.08-0.24×
4)×
1根×
0.24=1.356
(6.12+0.24)×
0.08)+(15.08-0.24×
0.08)=3.735
天业建材厂房工程1#楼第5页共6页
9
柱
屋顶构架柱GJZ:
2.75×
19根=8.36
﹣115.97
J轴交4~11轴框架柱(Z7、Z9、Z8变更至Z5)
Z7:
[(0.66×
13.25)+(0.4×
0.5)×
3.6]×
10根=103.395
Z9:
0.66×
(19.65+0.5)×
2根=29.258
Z8:
(1.1×
0.66-0.4×
0.4)×
3.6×
2根=4.075
Z5:
6.05+0.4×
12根=38.886
扣除数量:
Z7+Z9+Z8-Z5=103.395+29.258+4.075-38.886=97.842
A轴外侧Z11:
(19.65+0.7)×
3根=9.768
10
J轴LX1:
(6.54×
3+6.9)×
0.24=4.455
﹣23.111
LX2:
6.54×
1.3×
0.24=2.04
A轴外侧构架梁:
[(12.92+1.32×
3层-1.32]×
0.5=9.864
A轴外侧屋顶:
((12.92+1.32×
2×
0.5=6.752
天业建材厂房工程1#楼第6页共6页
11
梁柱抹灰
构架柱:
4×
2.35×
19根=71.44
﹣965.648
屋顶构架梁S1:
15.78×
2+0.24)×
2根+7.36×
2+0.24×
3根+7.68×
8根+15.78×
(0.4+0.24)×
2根+7.68×
2根=185.04
S2:
(8.22×
3根+8.78×
2根)×
2=111.514
S3:
(6.12×
3根+13.64×
3根+14.12+6.36×
2根+14.12×
2=146.381
bJ、F轴框架柱截面变更部位:
(0.6+0.11)×
10根×
12.75+(0.6+0.11)×
19.65×
2根=236.856
A轴外侧柱、梁及LX梁S1:
3根=94.32
26.52×
(0.7+0.24)×
2+16.88×
(0.4+0.5)×
4层+6.54×
(1.3+0.24)×
2=191.537
天业建材厂房工程2#、3#楼第1页共1页
1297.92+1664.03=2961.95
2961.95
V=0.24×
0.37×
(4.65×
24根+6.95×
16根)=19.785
19.785
3#楼:
1×
28根=7
(1.2×
4.65×
24+1.2×
6.95×
16)×
0.24=267.36×
0.24=64.166-构造柱19.785=44.38
66.115
女儿墙增高0.15m:
(164.12+133.04)×
0.15×
0.24=44.574×
0.24=10.7
楼梯间等:
(12.76+45.72)×
0.24=14.035
S:
(267.36+44.742+12.76+45.72)×
2=741.164
741.164
二、散水坡
扣未做工程(散水坡):
(60.5+51.5×
2+27.66+36.26×
2-3.6×
2-3.9+8.62×
0.6=269.82×
0.6=162
﹣162
天业建材厂房工程4#楼第1页共1页
1280.52
两窗间:
(10.15-3.05-0.45-0.7×
16根=6.05
6.338
墙身:
(0.7+0.3)=0.288
V:
0.3)×
24根=5.352
5.352
一层:
0.63×
2.95×
14个×
0.24+6.25×
4个×
0.24=10.44
10.39
二层:
2.1×
0.24+6.4×
0.24=6.288
计:
16.728-构造柱6.338=10.39
抹灰
[0.63×
(2.1+2.95)×
14个+6.25×
(0.7+0.3)×
4条]×
2=139.1
139.1
二、散水坡
(42×
2+0.5×
2+14×
2-4.5-3.32-4-3.84)×
0.6=98.34×
0.6=59
﹣59
天业建材厂房工程5#、7#楼第1页共4页
3433.91×
2=6867.82
6867.82
20.9×
2幢=41.8
41.8
3×
16根=4.262
30.044
A、D轴:
10.45×
10根=9.28
大门:
(6.3×
4-0.45×
4-0.7×
4)=1.48
小计:
15.022×
2幢=30.044
腰梁
(6.55×
12+3.1×
2+14.35×
0.45=12.258×
2=24.516
24.516
砌砖
一层A交1~8轴:
(6.94+6.9×
4+6.78-2.9×
12-0.37×
6)×
(2.5+2)×
0.24=19.35×
0.24=4.644
146.872
天业建材厂房工程5#、7#楼第2页共4页
(3.6-0.4)×
0.24=3.226
D轴:
(6.9×
3+6.78-2.9×
8-0.37×
0.24=3.024
(7.3×
2-0.4×
2-2.9×
0.24=8.064
1、9轴:
(15.76-0.38×
2-0.5-0.37×
(2.1-0.45)×
0.24=10.311
2~4层A、D轴:
(3.04×
3+6.94×
2+6.9×
8+6.78×
27-0.37×
24)×
2.25×
0.24=2.473×
3层=7.419
(3.6-0.28×
0.24=0.219×
3层=0.657
二~四层1、9轴:
(15.76-0.38×
0.24=1.875×
3层=5.625
女儿墙增高0.1m:
(50.76×
2+15.76×
2+3.6+7.88×
3+7.26)×
0.1×
0.24=167.54×
0.24=4.02
内墙增高:
2-0.58+7.88-0.58-0.72+3.04)×
0.24=72.12×
0.24=17.31
天业建材厂房工程5#、7#楼第3页共4页
电梯井:
2-0.28-0.58)×
(2.1+0.3×
0.24=38.82×
0.24=9.136
73.436×
2幢=146.872
(19.35+13.44+19.26+16+47.85+30.285+1+8.7+16.8+72.12+38.82+腰梁78.315)×
2=723.88×
2幢=1447.76
1447.76
梁
凸出构架:
结施061~2轴、C、D轴:
(0.48+1.5+3.48)×
0.24+(1.9+1.3+0.48-0.24-0.12)×
0.12×
0.3=0.775
﹣3.196
结施08、09:
(0.48+0.6×
0.3+(3.6+0.48-0.24×
2+1.9+1.3-0.12-0.24+0.06)×
3层=0.823Σ=1.598×
2幢=3.196
1轴外侧凸出:
0.78×
21.4=4.01×
2幢=8.02
﹣8.02
天业建厂房工程5#、7#楼第4页共4页
构架抹灰
柱:
(0.78+0.24)×
21.4=43.66
﹣125.8
梁:
[(0.5+0.24)×
5.46+(0.12+0.3)×
3.32×
4道]×
2=19.24
Σ=62.9×
2幢=125.8
[(51+16+0.5×
2-4.8-3.96]×
0.6=76×
2幢=152
﹣152
天业建材厂房工程6#楼第1页共7页
5501.1
同施工单位
31.56
24根×
3+0.24×
6根×
14.85=14.306
14.306
砼墙
63.15
腰梁
(3.05×
4+6.4×
4+6.2×
4+5.5+5.56+9.53+6.96+5.13+5.7+5.7+5.2)×
0.25×
0.45=111.88×
0.45=12.587
12.587
V1:
(1.02+1.6+2.4+2.4+2.2+2.36+2.68+2.35+3+3.43+1.7+1.7+2.6+1.13+1.1+13.76+3.12+4.7+1.1+2.78+0.8+2.4+4.5+2.6+3.2+5.88)×
1.8×
5层=165.26
130.72
V2:
(0.43×
3.8+1.13×
1.8)×
5层=4.402
Σ=169.66-砼墙11.15×
(18.05-0.7×
5)×
0.24=130.72
女儿墙增高
129.3×
0.9×
0.24=27.929
27.929
天业建材厂房工程6#楼第2页共7页
0.9+76.51×
5层+0.43×
3.8×
5层+1.13×
5层=823.3
823.3
屋顶部位:
(8.42-1.3+5.73+7.2+3.6-0.32+7.88+7×
2+7.2-0.12)×
1.04×
0.24=52.29×
0.24=13.052
﹣39.617
8.42×
0.88×
0.24=1.778
2=1.617
GL4:
6.4×
3=2.765
GL5:
1.72×
2=5.284
8~9交K~H弧形部位:
(9.523+1.851+0.6+1.617-0.28-0.12×
4-0.28)×
5层=12.551×
5层=10.545
A轴外侧梁:
(5.18×
0.35×
0.4+1.98×
5层=4.576
Σ=39.617
天业建材厂房工程6#楼第3页共7页
构架柱
A轴外侧柱:
18.55×
3根=7.791
﹣7.791
一砖内墙
一层5~8轴:
[(10-0.33-0.38)×
(4.2-0.85)+(10.096-0.33-0.55-0.33)×
(4.2-0.7)-1.5×
2]×
0.24=55.923×
0.24=13.421
﹣31.7
8轴交B、C轴:
[(5.73-1.5-0.325)×
(3.6-0.7)-1×
2.1]×
0.24=9.225×
0.24=2.214
E轴:
[(6-0.4)×
(3.6-0.65)-1.5×
5层×
0.24=16.044
Σ=31.7
12
1╱2砖墙
二层K~J轴交1~8轴:
﹣176.52
S1:
(6-0.43-0.38)×
(3.6-0.65)×
3+(7.2+7×
2+6.3+10.1+1.5-0.12-0.55×
4-0.65-0.36)×
(3.6-0.7)-(1×
4+1.5×
2)=134.965m2
(5.66-0.4-0.12)×
2=30.326m2
(7.2+7×
2-0.12)×
4=52.73m2
天业建材厂房工程6#楼第4页共7页
二层A~E轴交6~9轴:
S4:
(6×
2+1.5×
2-0.43×
2-0.18)×
(3.6-0.65)=41.182m2
S5:
(7.2+3.6-0.55×
3=21.83m2
S6:
(5.66-0.38-0.06+3.6+7.2+5.73-0.24)×
(3.6-0.7)-(1.3×
3+1×
2.1)=52.089m2
三~四层
4条×
2层=122.48m2
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