桩及承台钢筋计算

55.71 53.07 50.35 47.55 44.67 41.71 38.67 35.55 32.35 29.07 25.71 22.27 18.75 15.15 4.45
7.46 7.28 7.10 6.90 6.68 6.46 6.22 5.96 5.69 5.39 5.07 4.72 4.33 3.89 2.11
137.45
6.5 42.25 6.7 44.89 6.9 47.61 7.1 50.41 7.3 53.29 7.5 56.25 7.7 59.29 7.9 62.41 8.1 65.61 8.3 68.89 8.5 72.25 8.7 75.69 8.9 79.21 9.1 82.81 9.67 93.51
序号 1 桩钢筋(t) 2 加劲箍筋5Φ12
Hale Waihona Puke Baidu
3
0.626
4 主筋5Φ12
5
5.044
6 φ6螺旋箍
7
1.420
9 承台钢筋(t)
10 Φ14@200
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 3.936
29 环形6Φ14@120 30 0.437
31 环形4Φ14@150
85.26
24.9944
1.3587
9.90 9.89 9.88 9.87 9.86 9.84 9.81 9.78 9.75 9.71 9.67 9.63 9.58 9.52 9.46 9.40 155.56
17 3.3 10.89 87.07 9.33 33 18 3.5 12.25 85.71 9.26 34 19 3.7 13.69 84.27 9.18 35 20 3.9 15.21 82.75 9.10 36 21 4.1 16.81 81.15 9.01 37 22 4.3 18.49 79.47 8.91 38 23 4.5 20.25 77.71 8.82 39 24 4.7 22.09 75.87 8.71 40 25 4.9 24.01 73.95 8.60 41 26 5.1 26.01 71.95 8.48 42 27 5.3 28.09 69.87 8.36 43 28 5.5 30.25 67.71 8.23 44 29 5.7 32.49 65.47 8.09 45 30 5.9 34.81 63.15 7.95 46 31 6.1 37.21 60.75 7.79 47 32 6.3 39.69 58.27 7.63
32
0.303
马凳筋φ13 33 （钢筋撑脚）
34
0.391
h
d
n
0.328
6.81
0.346
5.067
r
d
n
9.33 18.66 92
97.96
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
9.45
9.825
1.1 342
桩及承台钢筋计算
h1 n1
h2
n2
1.086 0.1 20.0 1.180 0.01
1.09
0.2 22.50
21.82 0.04
1.10
24.86
0.1 0.01 98 0.3 0.09 98 0.5 0.25 98 0.7 0.49 97 0.9 0.81 97 1.1 1.21 97 1.3 1.69 96 1.5 2.25 96 1.7 2.89 95 1.9 3.61 94 2.1 4.41 94 2.3 5.29 93 2.5 6.25 92 2.7 7.29 91 2.9 8.41 90 3.1 9.61 88