工程量计算书2Word格式.docx
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1400基础截面积:
S1.4=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185+0.12x0.25)x2=0.6438m2
1600基础截面积:
S1.6=0.25x0.5+0.37x1+(0.12x0.06+0.12x0.125+0.12x0.185+0.12x0.25+0.12x0.315)x2=0.7136m2
1000基础长度:
L1=3.5+1.5+4.8+3.6+3.3+4.5+3+1.3+1.8+0.3+2+1.3+2+1.3+1.8-0.12
+3.6+3.3-0.12+1.3-0.6+2-0.6-1.8-1.8-1.8-2-2.5-1.8=35.36m
1200基础长度:
L1.2=(3.5-1.055)×
2+3.5+1.5-0.12=9.77m
1400基础长度:
L1.4=4.8-1.155=3.65m
1600基础长度:
L1.6=4.8-1.33=3.47m
V总=35.36×
0.5394×
2+9.77×
0.5838×
2+(3.645×
0.6438)×
2+3.47=56.73m3
5
垫层体积
65.658
V=(75.08×
0.4+27.97×
0.1)×
2=65.658m3
6
地圈梁
5.4795
V=0.3×
0.25×
(3.5+1.5+4.8+3.6+3.3+4.5+2+1.3+1.8+3+2+1.3+2+1.3+(3.5-0.12)×
4+(1.5+0.24)×
2+(4.8-0.12)×
2+2+1.3+1.8-0.2+3.6+3.3-0.12+2+1.3=5.4795m3
7
防潮层
33.705
(58.82+76)=33.705m2
8
柱体积
3.71
V=(0.24×
0.24×
1.5×
26+0.25×
6+0.3×
0.4×
5=3.71m3
9
房心填土
94.1204
[(3.5-0.24)×
(2-0.24)+(3.5-0.24)×
(1.8-0.24)+(2-0.24)×
(1.5-0.24)+(6.9-0.24)×
(4.8-0.24)+(2-0.24)×
(3.5-0.24)+(1.3-0.12)×
(5-0.24)+(3.50.12)×
(3-0.24)+91.5-0.14)×
(1.3+1.8+3+2-0.24)+(4.8-0.24)×
(4.5-0.24)+(3-0.24=3.3-0.24)×
0.12]×
0.6×
2=94.1204m3
10
基础回填方量
372.81
V填=89.504+283.304-65.66-23.32-56.73=227.098m3
基础砖用量:
V=56.73-5.48-3.71=47.54m3
基础混凝土用量:
V=5.478+(3.71+0.3996)+1.55+23.32=34.4576m3
基础挖方用量:
V=89.504+283.304=372.81m3
11
砌砖墙
422.2
外墙:
[(4.5+5)×
2+23.04×
2]×
0.24=47.3m3
内墙:
4.8×
3×
3+3.5×
8+(23.04-3.44×
2)×
3+(23.04-3×
3+1.5×
4=58.75m3
门窗洞口体积:
M1=2.1×
1×
10=5.01m3M2=0.9×
2.1×
30=13.608m3
M3=0.8×
10×
0.24=4.032m3M4=0.7×
10=3.528m3M5=1.5×
2×
1=0.72m3TLM1=3×
2.5×
10=18m3TLM3=1.8×
20=21.6m3C2=1.2×
1.6×
10=4.608m3C3=1.5×
1.2×
3=1.296m3C4=1.2×
10=3.456m3C8=1.8×
4=1.0368m3GC=0.9×
10=2.592m3TC1=1.8×
1.8×
20=15.552m3TC2=1.5×
10=7.56m3MD1=0.9×
12=5.443m3V总=108.032m3砖砌体总量:
(47.3+58.75)×
5-108.032=422.2m3
12
支模板
m2
2053.82
楼面模板:
254.9m2构造柱模板:
3×
22=31.68m2梁模板:
外QL:
(22.8×
2+9.8×
2)×
0.24=15.648m2LL2-01:
9×
0.5×
4+9×
0.25=20.25m2XL2-02(A):
4×
0.5+1.5×
2=3.75m2L2-01
(1):
0.4+4.8×
2=10.08m2LL2-02
(1):
0.4+0.25×
2=11.1m2XL2-01(A):
8×
2.6=2.73m2LL2-03
(1):
2.6×
2+0.25×
2=3.15m2L2-02
(1):
0.3+0.25×
4=4.35m2L2-04
(1):
3.44×
0.35+0.25×
3.44=6.536m2内QL:
(22.8-3.44×
0.24+4.8×
6×
0.24+(22.8-3-2.6-3)×
0.24+3.5×
16×
0.24+1.5×
0.24=37.69m2TL02:
0.4+2.6×
0.2=2.6m2总量:
124.184×
5=620.92m2支模板总量=254.9×
5+31.68×
5+620.92=2053.82m2
13
现浇混凝土
309.95
楼面混凝土:
[(254.9+9×
1.5+3×
2+2.6×
1.5)-2.6×
3.5]×
0.1=27.22m2梁混凝土:
0.14×
0.24=2.19m2LL2-01:
9+0.25×
1.5=1.05m2L2:
0.3×
2=0.72m2LL2-02
(1):
2=0.675m2L2-02
(1):
0.2×
2=0.15m2XL2-01(1A):
4=0.45m2L2-03
(1):
2=0.225m2XL2-02(1A):
3=4.6m2L2-04
(1):
2=0.25m2内QL:
(22.8-4)×
0.14+(22.8-6-2.6)×
0.14+3.5×
0.14+1.5×
0.14=22.68m2梁混凝土总量:
(22.68+10.31+27.22)×
5=301.05m2柱混凝土量:
GZ:
26=4.49m2Z1:
5=1.8m2GZ1:
0.35×
6=1.575m2LZ:
6=1.0368m2柱混凝土总量:
8.9m2现浇混凝土总量8.9+301.05=309.95m2
14
拆模量
拆模量:
2053.82m2
15
基础钢筋
t
2.2
1440×
0.22+1560×
1.21=2204.59kg=2.2t
16
柱钢筋量
22.03
GZ1:
16:
L=3m14:
L=3m箍筋:
φ8:
[(250-60)+(350-60)]×
2+120=1080n=40GZ:
φ12:
φ6:
(240+240)×
-30×
8+100=820n=20Z1:
φ16:
L=3mφ14:
[﹙300-60﹚+﹙400-60﹚]×
2+120=1280n=20Z2:
[﹙300-60﹚+﹙300-60﹚]×
2+120=1080n=20L2:
12L=3mφ6:
820n=20总量:
16:
5+3×
5×
5=780m14:
3+3×
5=330m12:
26×
5=1920mφ8:
1.08×
20×
5+1.28×
5+1.08×
5=1504mφ6:
0.82×
5+0.82×
5=2624m柱子钢筋重量:
780×
1.58+330×
1.21+1920×
0.888+1504×
0.395+2624×
0.22=4508.02kg=4.51t钢筋总量:
3.86+10.85+0.55+0.66+2.2+4.51=22.03t
17
梁钢筋量
板钢筋量
23.98
3.857
10.85
L2-01:
12:
5040-50+12×
2+2×
150=5314mm30:
5040-50+2×
30+2×
150=5350mmφ6:
[﹙250-50﹚+(400-50)]×
2+100=1200mmn=[(800-50)/100+1]×
2+2600/100-1=30小计:
L12:
5.314×
5=106.28mL30:
5.35×
5=107mLφ6:
30×
5=360mL2-02:
1740-