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項目編碼

項目名稱

計量單位

工程數量

計 算 式 及 注 釋

三～七層 小計217.94m3
1、22軸(5.4-0.3-0.25)×(2.8-0.5)×2×0.3×5=33.47
(6.6-0.3-0.25)×(2.8-0.55)×2×0.3×5=40.84
M11 C1
A軸{[55.8-(0.5×14+0.3×2)]×0.3×(2.8-0.4)-5.581×0.3×6-3.45×0.3×3
C2 C3
-2.132×0.3×3-2.862×0.3×3}×5=85.29
C2
C軸{[55.8-(0.5×14+0.3×2)-(4.5-0.5)×6]×0.3×(2.8-0.4)-2.132×0.3×9}
×5=58.34
八層 小計44.06m3
1、22軸(5.4-0.3-0.25)×(2.9-0.5)×2×0.3=6.98
(6.6-0.3-0.25)×(2.9-0.6)×2×0.3=8.35
M11 C1
A軸[55.8-(0.5×14+0.3×2)]×0.3×(2.9-0.5)-5.581×0.3×6-3.45×0.3×3
C2 C3
-2.132×0.3×3-2.862×0.3×3=17.06
C2
C軸[55.8-(0.5×14+0.3×2)-(4.5-0.5)×6]×0.3×(2.9-0.5)-2.132×0.3×9
=11.67
屋頂 小計38.62m3
C2 C4
C軸{[(2.7-0.5)×2+(11.7+0.4-0.5×4)]×(4.3-0.4)-3×2.132-2×2.57}×0.3
=13.50

項目編碼

項目名稱

計量單位

工程數量

計 算 式 及 注 釋

8

010304001002

砌塊墻(200厚)

m3

893.48

計算方法同300厚墻

9

010306002001

磚地溝

m

112.76

1.5m內 44.78m(見結施-3)
2m內 67.98m(見結施-3)

10

010402001001

矩形柱考試大－全國最大教育類網站(www．Examda。com)

m3

318.46

樁頂～2.800m 計52.95m3
KZ1 0.55×0.55×3.6×4=4.36 KZ2 0.55×0.55×3.6×30=32.67
KZ3 0.55×0.55×4×6=7.26 KZ4 0.60×0.50×3.6×6=6.48
KZ5 0.55×0.55×3.6×2=2.18
2.800～5.600m 計40.61m3
KZ1 0.55×0.55×2.8×4=3.39 KZ2 0.55×0.55×2.8×32=27.10
KZ3 0.55×0.55×2.8×6=5.08 KZ4 0.60×0.50×2.8×6=5.04
5.600～11.200m 計68.88m3來源：www.examda.com
KZ1 0.50×0.50×5.6×4=5.60 KZ2 0.50×0.50×5.6×32=44.80
KZ3 0.50×0.50×5.6×6=8.40 KZ4 0.60×0.50×5.6×6=10.08
11.200～22.500m 計138.99m3
KZ1 0.50×0.50×11.3×4=11.30 KZ2 0.50×0.50×11.3×32=90.40
KZ3 0.50×0.50×11.3×6=16.95 KZ4 0.60×0.50×11.3×6=20.34
22.500～26.800m 計14.19m3
KZ3 0.50×0.50×4.3×6=6.45 KZ4 0.60×0.50×4.3×6=7.74
LZ 計2.84m3
LZ1 0.2×0.2×4.3×6=1.03 LZ2 0.2×0.35×4.3×6=1.81