工程量计算书样表Word文档下载推荐.docx
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474.58
ZCT-1(4个)
长:
1.25+1.25+0.12+0.12=2.74m
10.88
宽:
0.5+0.5+0.12+0.12=1.24m
高:
1.95-1.15=0.8m
V:
0.8*2.74*1.24=2.72m3
ZCT-2(8个)
25.76
1.732/4*(3.1832-3*0.5292)*0.8
=3.22m3
ZCT-3(3个)
4.2m
29.22
2.5m
0.8m
(2.5+0.24)*(4.2+0.24)*0.8=9.74m3
ZCT-4(10个)
60
(2.5+0.24)*(2.5+0.24)*0.8=6m3
ZCT-5(3个)
5.5m
97.41
3.8m
(5.5+0.24)*(3.8+0.24)*0.8=32.47m3
2
垫层
63.17
承台垫层
48.96
1.25+1.25+0.1+0.1=2.7m
1.296
0.5+0.5+0.1+0.1=1.2m
0.1m
0.1*2.7*1.2=2.7m32
LL砖模
20.57
LL1
209.3m
11.3
0.12m
0.45m
045*0.12*209.3=11.3m3
LL2
117.6m
6.35
4
基础钢筋
t
34.65
承台钢筋
29.38
<
Φ120.034*260=8.84t
>
Φ120.079*260=20.54t
LL钢筋
5.27
Φ120.036*44.3=1.59t
Φ120.083*44.3=3.68t
5
基础砼
346.384
承台砼
302.084
8
1m
6
回填土
室内做:
0.02m的水泥砂浆压光
1111.076
0.08m厚的C15砼
0.1厚的碎石砖夯实
底面面积为830m2
V=(0.2-0.1)*830=83m3
基础中的柱的体积
15.484
KZ-!
(10个)
截面:
0.37m*0.4m
1.406
0.95m
0.37*0.4*0.95*10=1.406m3
KZ-2(2个)
0.37m*0.45m
0.912
0.85m
0.4*0.4*0.95*0.6=0.912m3
KZ-3(6个)
0.4m*0.4m
二
主体工程
底层
7
柱钢筋
7.782
Φ1246.88*0.05=2.344
2.344
Φ1246.88*0.116=5.438
5.438
柱梁板楼梯模板
m2
1910.508
柱模板
446.188
54.208
3.52m
梁模板
417.202
标高为1.117的梁
140.854
KL1(2个)
0.24m*0.42m
5.746
3.902-0.28-0.34=2.282m
1.198-0.06=1.138m
S:
[0.24+(0.42-0.12)*2]*(2.282+1.138)*2
=5.746m2
标高为2.370的梁
276.348
0.37m*0.37m
6.89
板模板
891
标高为1.170的板
332
2倍【(5.1-0.24)*(21-1.44)
+(39-0.24)*(18-0.24)
+(7.2-0.48)*(1.8-0.24)】*2
=332m2
标高为2.370的板
459
楼梯模板
156.118
楼梯甲(3个)
踏面长1.32m,高0.16m,宽0.26m
54.954
有15个台阶
TL
(0.24+0.35+0.23)*1.32
+0.24*0.35*2
+(1.87+0.37+0.25+0.25)*2.7+
【0.24*0.37*2+(1.63-0.24)*0.12】*2
=9.337m2
楼面
斜长4.274m
4.27*1.32+2*0.16*0.26*15+4.274*0.13
+(2.4-0.35)*1.32
=8.981m2
楼梯乙(4个)
踏面长1.17m,高0.171m,宽0.24m
75.984
9
柱砼
46.88
5.21
0.37*0.4*3.52*10=5.21m3
0.37m*0.45mm3
1.139
3.42m
0.37*0.45*3.42*2=1.139
10
梁板楼梯钢筋
22.877
梁
7.485
Φ1252.343*0.043=2.251t
Φ1252.343*0.100=5.234t
板
13.465
Φ1294.16*0.043=4.049t
Φ1294.16*0.100=9.416t
楼梯
1.927
Φ1216.061*0.036=0.578t
Φ1216.061*0.084=1.349t
11
梁板楼梯砼
162.564