梁柱钢筋Word格式文档下载.docx
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393.2
0.888
349.2
L=（3+7-0.06）*2+32*12=2.26m
G=174
地下室墙板柱
XL
ф18
2.21
6
2
12
26.5
53
L=1.08+0.3+0.2+0.12+31*0.018-0.05=2.21m
G=6
8.84
17.68
L=2.21mG=2
1.7
24
40.8
36.2
L=1.65m
G=12
ф8
3.52
18
36
126.7
0.3946
50
L=（0.21+1.42）*2+32*8=3.52m
G=1.7/0.1+1=18
竖向钢筋（-0.6）
1.78
102
181.56
161.23
L=1.4+31*0.012=1.83m
2G=2（3.5+1.7-0.24）/100+1=102
水平
ф16
5.9
30
177
1.58
279.66
L=1.7+3.5+0.24-0.05+31*0.016=5.9m
2G=1.4/0.1+1=30
竖向钢筋（-0.19）
ф14
2.79
224.4
1.21
271.15
L=3.77-1.9-0.1-0.05+31*0.014+42*0.014=2.79m
2G=2（5/0.1+1）=102
5.8
208.8
252.65
L=1.7+3.5+0.24-0.05+31*0.014=5.8m
G=2[（3.77-1.9-0.1-0.05）/0.1+1]=36
-0.6竖向
3.95
118.5
105.23
L=3.77-0.6-0.1+31*0.012+42*0.012=3.95m
G=15*2=30
2.08
56
58.24
51.72
L=1.5+0.24+31*0.012-0.05=2.08m
G=56
2轴
5.56
66
366.96
325.86
L=5+0.24-0.5+31*0.012=5.56m
G=（3.7-0.5）/0.1+1=33
G=66
3轴
5.06
70
354.2
314.53
L=4.5+0.24-0.05+31*0.012=5.06m
G=2（3.7-0.12-0.1-0.05）/0.1+1=70
5
1.46
102.2
90.75
L=0.9+0.24-0.05+31*0.012=1.46m
1.36
95.2
84.54
L=0.8+0.24-0.05+32*0.012=1.36m
4.76
333.2
295.88
L=2.4+1.8+0.24-0.05+31*0.012=4.76m
7
11.16
781.2
693.71
L=5.4+5.2+0.24-0.05+31*0.012=11.16m
A
3.56
249.2
221.29
L=3+0.24-0.05+31*0.012=3.56m
B
4.56
319.2
283.45
L=4+0.24-0.05+31*0.012=4.56m
F
4.06
284.2
252.37
L=3.5+0.24-0.05+31*0.012=4.06m
G
L=1.8+2.7+0.24-0.05+31*0.012=5.06m
竖向
D-G
4.3
438.6
389.48
L=3.7-0.1-0.05-0.12+31*0.012+42*0.012=4.3m
G=102
2-4
90
387
343.66
L=4.3
G=（1.8+2.7）/0.1=45
2G=90
G-F
16
68.8
61.09
L=4.3m
G=2*0.8/0.1=16
4-7
4.32
302.4
268.53
L=3.7-0.1-0.1-0.05+31*0.012+42*0.012=4.32m
G=2*3.5/0.1=70
F-E
34
146.88
130.43
L=4.32m
G=2（1.8-0.12）/0.1=34
F-D
216
191.81
G=2*（2.4+0.12-0.05）/0.1=50
D-L
104
449.28
398.96
G=2*（5.2-0.05）/0.1=104
C-A
4.28
108
462.24
410.47
G=2*（5.4-0.05）/0.1=108
7-5
25.68
22.8
G=2*（3-0.05）/0.1=6
A-B
77.04
68.41
G=2*（0.9-0.05）/0.1=18
3-5
80
342.4
304.05
G=2*（4-0.05）/0.1=80
B-C
88
376.64
334.46
G=2*（4.5-0.12）/0.1=88
地下室柱及构造柱
GZ2a
4.42
15.7
L=3.77-0.07-0.1+42*0.012+26*0.012=4.42m
4.82
8
38.56
77.12
L=3.6+68*0.018=4.82m
ф6
3.98
25
99.5
0.222
22.089
210*490
L=（0.21+0.49）*2+32*0.006=1.59m
210*890
L=（0.21+0.89）*2+32*0.006=2.39m
箍筋加密区=1/6*3.2=0.53
G=0.53/0.1+1=7
2G=14
非加密区=3.2-1.06=2.14m
G=2.14/0.2=11
0.372
8.93
1.98
L=0.21+max（10d、75）*2+2d=0.372
GZIb
G=2*（0.6/0.2+1）=8
1.82
45.5
0.395
17.97
240*570
L=0.42+1.14+32*0.008=1.82m
4.46
0.99
GZ
4.55
18.2
22.02
L=3.6+68*0.014=4.55m
1.03
25.75
5.72
L=0.21*4+0.192=1.03m
GZ1a
19.28
L=（0.21+0.57）*2+32*0.008=1.82m
2.91
72.75
16.15
L=（0.47+0.89）*2+32*0.006=2.91m
一层柱（构造柱）
1轴GZ2
5.75
46
40.85
L=4.87+73*0.012=5.75m
G=8
1.55
52.7
11.7
L=（0.47+0.21）*2+32*0.006=1.55m
加密区G=1/6*4.87+1=92G=18
非加密区G=16G总=34
17
6.32
1.4
YGZ3
5.37
96.66
85.83
L=4.57+73*0.012=5.37m
G=18
6.69
227.46
50.5
L=（0.71+0.21）*2+32*0.006=2.03m
L=（0.62+0.21）*2+32*0.006=1.85m
L=（0.41+0.21）*2+32*0.006=1.49m
L=（0.21+0.37）*2+32*0.006=1.35m
L总=6.69m
4.62
36.96
73.92
L=3.23+0.07+73*0.018=4.62m
4.17
16.68
14.82
L=3.23+0.07+73*0.012=4.17m
3.7
92.5
82.14
L=（0.62+0.62+0.21+0.21）*2+64*0.006=3.7m
1/3轴GZ2a
4.24
42.4
37.65
L=3.23+0.07+72*0.012=4.24m
4.58
114.5
25.42
L=（0.21+0.21+0.49+1.19）*2+64*0.006=4.58m
4.31
17.24
20.86
7.69
61.52
74.44
L=6.3+0.07+73*0.018=7.69m
7.24
28.96
25.72
L=6.3+0.07+73*0.012=7.24m
3.91
195.5
43.40
L=（0.71+0.44+0.21+0.21）*2+64*0.006=3.91m
18.6
4.13
4轴GZ2
5.82
58.2
51.65
L=4.87+0.07+73*0.012=7.24m
3.88
131.92
29.29
L=（0.21+0.57）*2+32*0.012=1.94m
2L=3.88
12.65
2.82
YGZ1
86.88
77.15
3.5
175
38.85
L=（0.57+0.21）*2+32*0.006=1.75m
L=3.5
17.28
20.91
L=3.23+0.07+73*0.014=4.32m
L=（0.21+0.21）*2+32*0.06=1.03m
6轴GZ2
34.56
30.69
L=3.23+0.22+73*0.012=4.32m
97
21.54
7轴GZ2
72.4
64.29
176
39.07
L=（0.21+0.21+0.51+0.64）*2+64*0.006=3.52m
YGZa
7.33
58.64
70.95
L=3.23+0.07+73*0.014=7.31m
1.42
71
28.05
L=（0.37+0.21）*2+32*0.008=1.42m
7.31
29.24
35.38
51.5
11.43
A轴GZ
B轴
50.04
44.44
L=0.07+3.23+73*0.012=4.17m
2.33
58.25
12.93
L=（0.86+0.21）*2+32*0.006=2.33m
2.35
58.75
13.04
L=（0.86+0.21）*2+32*0.018=2.35m
C轴GZ1a
4.61
18.44
36.88
L=0.07+3.23+73*0.006=4.61m
4.23
16.92
15.02
L=0.07+3.23+73*0.012m
L=（0.57+0.21）*2+32*0.008=1.82m
D轴GZ1a
L=0.07+3.23+73*0.01
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