项目编码

项目名称

计量单位

工程数量

计 算 式 及 注 释

2.800m板 计66.90m3
B1 [(3.6-0.1×2)×(3.9-0.1×2)-0.25×0.25-0.175×0.25]×0.1×3=3.74
B2 [(2.1-0.1×2)×(3.9-0.4)-0.25×0.35]×0.1×2=1.31
B3 [(1.5-0.1×2)×(3.9-0.6)-0.175×0.35]×0.1×3=1.27
B4 [(3.6-0.1×2)×(4.2-0.1×2)-0.25×0.25-0.175×0.25]×0.1×3=4.05
B5 (4.5-0.1×2)×(1.4-0.2×2)×0.1×6=2.58
B6 [(3.5-0.1×2)×(5.4-0.1×2)-0.175×0.25-0.175×0.15]×0.13×6=13.33
Ba [(1-0.1×2)×(5.4-0.4)-0.175×0.25-0.35×0.15]×0.1×6=2.34
B7 [(4.2-0.1×2)×(6.6-0.1×2)-0.175×0.15-0.05×0.15-0.175×0.25×2]
×0.13×6=19.87
B8 [(4.2-0.1×2)×(1.5-0.2×2)×0.1+(0.7-0.1)×(1.5-0.2)×0.1]×6=3.11
B9 [(3.3-0.1×2)×(1.35-0.1×2)-0.35×0.15×2]×0.1×3=1.04
B10 (1.2-0.1×2)×(1.9-0.1×2)×0.1×3=0.51
B11 [(3.3-0.1×2)×(3.35-0.1×2)-0.25×0.175×2]×0.1×3=2.90
B12 [(3.3-0.1×2)×(3.9-0.1×2)-0.25×0.175×2]×0.1×3=3.41
B13 [(1.2-0.1×2)×(3.9-0.6)-0.175×0.35]×0.1×3=0.97
B14 [(4.2-0.1×2)×(3.9-0.4)-0.35×0.175×2]×0.1×2=2.78
B15 [(3.3-0.1×2)×(4.2-0.1×2)-0.25×0.175×2]×0.1×3=3.69
其余层板混凝土计算方法同上 计499.30m3(含PB1、雨蓬、空调台板)

18

010405006001

栏板

m3

103.85

2.800m处 计5.59m3
<1>结点(2.1×3+1.8×3)×(0.8×0.08+0.32×0.12+0.4×0.08)=1.57
<2>结点[(4.2+0.15×2)×0.15×0.15]×6=0.61
<3>结点[(1.65-0.2-0.3)×0.15×0.15]×2×6=0.31

项目编码

项目名称

计量单位

工程数量

计 算 式 及 注 释

<4>结点4.3×(0.9×0.1+0.2×0.1+0.15×0.05+0.05×0.05)×6=3.10
其余层混凝土同上 计39.13m3
22.500m处 计53.41m3
154.8×(1.9×0.15+0.25×0.06×4)=53.41
26.800m处 计5.72m3来源：www.examda.com
114.3×0.5×0.1=5.72

19

010405007001

挑檐板

m3

4.33

108.3×0.4×0.1=4.33

20

010405009001

电梯井底、侧板

m3

8.54

底板(2.1+0.1×2)×(1.9+0.1×2)×0.2×3=2.90
侧板A-A(1.6-0.3+1.6-0.6)×0.2×1.9×3=2.62
B-B(1.6-0.4+1.6-0.4)×0.2×2.1×3=3.02

21

010406001001

直形楼梯

m2

236.23

一层(2.5×4.1-2.6×0.1)×3=29.97
二层(2.5×4.02-2.52×0.1)×3=29.39
标准层(2.5×4.02-2.24×0.1)×5×3=147.39
顶层(2.5×4.02-2.24×0.1)×3=29.48

22

甘补
010406003001

台阶

m2

5.99

(1.2×1.04)×3+(1.25×0.6)×3=5.99