完整版建筑工程毕业设计工程量计算Word下载.docx
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完整版建筑工程毕业设计工程量计算Word下载.docx
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1.02=556.50
b.箍筋:
1.02=421.76
556.50+421.76=978.26
J3:
V=3.14D2HN4=0.7854×
145=550.70
a.主筋:
12.13×
1.02=3014.37
b.箍筋:
1.02=2108.81
c.钢筋小计:
3014.37+2108.81=5123.18
J4:
共148根
12.8.×
148=580.70
13×
148×
1.02=2411.50
1.02=1087.04
c.钢筋小计:
2411.50+1087.04=3498.54
桩基工程量总计:
桩-混凝土:
V=2032.71
桩-钢筋:
G=69339
492.6
1113.00
843.52
1956.52
550.7
556.5
421.76
978.26
550.70
3014.37
2108.81
5123.18
580.70
2411.50
1087.04
3498.54
69339
第2章地梁、钢筋、混泥土工程量计算
地梁工程量
地梁
模板
模板:
S=(2.1+3.0)×
0.35×
2×
8+6.6×
4+4.8×
16×
0.35+(3.0+2.1+1.5)×
0.4×
6+(3.0+2.1)×
6+(3.3+2.4)×
0.3×
6+
4.5×
6+3.9×
5+3.6×
0.5×
2+3.0×
=668.61
668.61
钢筋工程量
DL1
DL2
DL3
DL4
DL5
DL6
DL7
DL8
DL9
DL10
DL1:
8根
G=[(3.0+2.1)×
1.21×
6×
5.1×
1.58×
4]×
8=554.06
l=[(0.3-0.06)+(0.35-0.06)]×
2-0.1=0.96
n=(5.1-0.060)0.20+1=25.2
G=0.395×
l×
n×
8=72.81
c.钢筋小计:
554.06+72.81=626.87
DL2:
4根
G=[6.6×
2.98×
4+6.6×
2.47×
2+6.6×
2.0×
2]×
4=634.13
b.箍筋:
n=(6.6-0.060)0.20+1=31
4=47.02
634.13+47.02=681.15
DL3:
6根
a.主筋:
G=[(3.0+2.1+1.5)×
4×
2.47+(3.0+2.1+1.5)×
2.0+(3.0+2.1+1.5×
1.58)]×
6=833.18
l=[(0.3-0.06)+(0.4-0.06)]×
2-0.10=1.06
n=[(3.0+2.1+1.5)-0.60]0.20+1=31
6=77.88
833.18+77.88=911.06
DL4:
16根
G=(4.8×
1.21+4.8×
2.0+4.8×
1.58)×
16=1164.29
l=(0.3-0.06)+(0.35-0.06)]×
2-0.10=0.96
n=(4.8-0.60)0.20+1=18
16=109.21
1164.29+109.21=1273.50
DL5:
6根
G=(3.0+2.1)×
(2×
2.0+2×
1.21+2×
1.58+4×
6=486.54
l=(0.3-0.06)+(0.45-0.06)]×
2-0.10=1.16
n=[(3.0+2.1)-0.60]0.20+1=23.5
6=65.98
486.54+65.98=552.52
DL6:
G=1.5×
3×
(3×
2.0+5×
6=375.3
l=[(0.3-0.06)+(0.45-0.06)]×
n=(1.5×
3-0.60)0.20+1=20.5
6=54.75
375.3+54.75=430.05
DL7:
G=3.3×
(8×
1.21+4×
6=316.8
l=[(0.3-0.06)+(0.3-0.06)]×
2-0.10=0.86
n=(3.3-0.60)0.15+1=19
6=38.73
316.8+38.73=355.53
DL8:
G=2.4×
6=230.4
n=(2.4-0.60)0.10+1=19
16=38.73
230.4+38.73=269.13
DL9:
5根
G=3.9×
(6×
5=264.81
n=(3.9-0.60)0.20+1=17.5
5=34.13
264.81+34.13=298.94
DL10:
2根
G=(3.0+3.6)×
2.98+2×
3.85)×
2=337.66
l=[(0.3-0.06)+(0.5-0.06)]×
2-0.10=1.26
n=[(3.0+3.6)-0.60]0.15+1=41
2=40.81
337.66+40.81=378.47
钢筋工程量总计:
17209.233
554.06
72.81
626.87
634.13
47.02
681.15
883.18
77.88
911.06
1164.29
109.21
1273.50
486.54
65.98
552.52
375.3
54.75
430.05
316.8
38.73
355.53
230.4
269.13
264.81
34.13
298.94
337.66
40.81
378.47
17209.233
混凝土工程量
V=(2.1+3.0)×
0.30×
16+
(3.0+2.1+1.5)×
6+(3.3+2.4)×
6+(1.5+1.5+1.5)×
5+
3.6×
=106.2
106.2
第3章底层、二层柱、梁、楼板工程量计算
柱-模扳量
柱
Z-1:
18根b×
h=0.45×
0.45h=4.35-0.45
S=18×
0.45×
(4.35-0.45)×
4=126.36
Z-2:
6根b×
S=6×
4=42.12
Z-3:
8根b×
S=8×
4=56.16
Z-4:
4根b×
S=4×
4=28.08
Z-5:
2根b×
h=0.5×
0.5h=4.35-0.45
S=2×
4=15.6
Z-6:
h=0.4×
0.4h=4.35-0.45
4=12.48
Z-7:
Z-8:
底层柱模板工程量总计:
606.72
126.36
42.12
56.16
28.08
15.6
12.48
柱-钢筋、柱-混凝土量
柱-钢筋:
G=(52+42+25+19)×
18+(52+39+85+66)×
6+(24+18+151+93)×
8+(113+96+291+598)×
4+(87+112+79+67)×
2+(107+143+89+47)×
=36541
柱-混凝土:
V=0.45×
36+0.5×
4+0.4×
4
=107.4
36541
107.4
梁-模板量
梁
S=(0.4×
2+0.25)×
3.3×
10+(0.45×
12+(0.3×
4.8×
16+(0.35×
16+(0.45×
10.2×
6+(0.4×
13.2×
3+(0.3×
2.4×
5+(0.3×
=517.42
517.42
5
梁-钢筋量
梁-混泥土量
KL1:
G=5.1×
(4×
1.58+2×
1.21)×
8=554.064
l=[(0.25-0.06)+(0.35-0.06)]×
2-0.10=0.85
n=(5.1-0.06)0.2+1=25.2
8=69.84
554.064+69.84=623.904
KL2:
8×
3.85×
8=813.12
l=[(0.25-0.06)+(0.40-0.06)]×
n=(3.3-0.06)0.2+1=17.2
8=54.61
813.12+54.61=867.73
KL3:
G=3.6×
2.47+1×
3.85)8=563.904
l=[(0.25-0.06)+(0.45-0.06)]×
n=(3.6-0.06)0.2+1=18.7
8=63.64
563.904+63.64=627.546
KL4:
G=3.0×
8(6×
2.47+4×
8=917.28
n=(3.0-0.06)0.2+1=15.7
8=43.482
917.28+43.482=960.762
KL5:
G=2.1×
0.888)×
8=123.581
n=(2.1-0.06)0.2+1=11.2
G=0.398×
8=40.50
123.581+40.50=164.082
KL6:
32根
G=4.8×
(5×
1.58+1×
32=1399.296
n=(4.8-0.06)0.2+1=24.7
8=84.376
1399.296+84.376=1483.672
KL7:
0.888+3×
2.0)×
8=277.622
8=60.751
277.622+60.751=338.373
KL8:
10根
2.47)×
10=248.88
l=[(0.25-0.06)+(0.30-0.06)]×
2-0.10=0.76
n=(2.4-0.06)0.2+1=12.7
10=39.322
248.88+39.322=288.202
KL9:
0.888+2×
6=135.022
2-0.10=1.08
6=30.948
135.022+30.948=165.971
KL10:
6=334.764
l=[(0.25-0.06)+(0.50-0.06)]×
n=(5.1-0.06)0.2+1=26.2
6=74.792
334.764+74.792=409.56
KL11:
G=4.5×
2.0+4×
6=386.64
n=(4.5-0.06)0.2+1=23.2
6=49.288
386.64+49.288=165.971Kg
钢筋总计:
19097.19
V=0.4×
0.25×
10+0.45×
12+0.3×
16+0.35×
16+0.45×
6+0.4×
3+0.3×
+0.3×
2
=105.975
554.064
69.84
623.904
813.12
54.61
867.73
563.904
63.64
627.546
917.28
43.482
960.762
123.581
40.50
164.082
1399.296
376
1483.672
277.622
60.751
388.373
248.88
39.322
288.20
135.022
30.948
165.971
334.764
74.792
409.56
386.64
49.288
19097.19
105.975
6
现浇楼板量
楼板
楼板-模板:
S=6.6×
(2.1+3.0+2.1+1.5+1.5)×
2+4.8×
8+3.3×
(3.0+2.1+1.5×
3)×
2+2.4×
3)+3.0×
3.9+3.6×
(3.9+2.4+1.5)
=1477
G=9854.2
楼板-混泥土:
V=221.55
1477
9854.2
221.55
第4章三层柱、梁、楼板工程量计算
柱-模板量
m2
Z-1:
18b×
0.45h=3.6-0.45
S=18×
(3.6-0.45)×
4=102.06
Z-2:
6b×
4=34.02
8b×
4=45.36
4b×
4=22.68
2b×
4=12.6
0.4h=3.6-0.45
4=10.08
0.5h=3.6-0.45
柱-模板总计:
604.32m2
102.6
34.02
45.36
22.68
12.6
10.08
604.32
柱-钢筋量
G=(52+39+55+21)×
18+(38+28+21+33)×
6+(49+57+151+93)×
4+(79+67+13+11)×
2+(29+22+27+12)×
2+(89+47+26+49)×
=36012
36012
柱-混泥土量
=98.77
98.77
S=[(0.35×
(2.1+3)×
6+3.3×
(0.25+0.3×
2)×
10+4.8×
(0.25+0.35×
12+(2.1+1.5)×
(0.25+0.45×
5+4.8×
4+(1.5+1.5)×
2+3.3×
2+(2.4+4.8+2.4)×
(0.25+0.6×
2)+(2.4+4.8+2.4)×
2)+(1.5+2.1)×
=505.42
KL1:
G=(3+2.1)×
2.47+2×
8=581.0
8=74.0
581.0+74.0=655.0
KL2:
2+4×
2.98+1×
4=458.2
4=46.0
458.2+46.0=504.2
KL3:
G=[3×
3.85+2×
2.98)]×
6=612.0
n=(3-0.06)0.2+1=15.7
6=32.90
612.0+32.90=644.9
KL4:
G=3×
2=146.1
2=11.00
146.1+11.00=157
KL5:
4根
G=(2.1+1.5)×
4=198.0
n=(3.6-0.06)0.2+1=16
4=27.70
198.0+27.70=225.7
KL6:
10根
2+2×
2.
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