苏通大桥栈桥计算书
苏通大桥栈桥计算书
一、B1标水上钢栈桥结构受力计算书
栈桥计算书
一、结构形式
架空栈桥总长1854m， 宽7m，起于长江大堤，止于45墩中心线后约324m。桥中心线与苏通大桥引桥轴线一致。沿着引桥每隔约300m设车辆调头平台一座。栈桥两侧设栏杆，上部结构采用型钢结构。19~46轴跨间有桥墩处，上部梁板自成一体，以便整体拆卸。主纵梁选用“321”型贝雷架，下横梁采用H600×200，桥墩采用桩基排架，每榀排架下设2根、3根或4根Φ800×8mm钢管桩。通航孔处桩基设斜桩并在其上安装橡胶护弦起防撞作用。
自下而上依次为Φ800×8mm钢管桩，H600×200下横梁，长为7m；纵梁选用“321”军用贝雷梁3组、每组2片，或万能杆件；I25a横向分配梁，布置间距1.5m，长度为7m；I12.6纵向分配梁，布置间距40cm；δ10桥面钢板满铺。
二、荷载布置
1、上部结构恒重（7米宽计算）
⑴δ10钢板：7×1×0.01×7.85×10=5.495KN/m
⑵I12.6纵向分配梁:2.556KN/m
⑶I25a横向分配梁:1.78KN/m
⑷贝雷梁:6.66 KN/m
⑸H600×200下横梁:7.42KN/根
2、活荷载
⑴30t砼车
⑵履带吊65t:自重60t+吊重20t
⑶施工荷载及人群荷载：4KN/m2
考虑栈桥实际情况，同方向车辆间距不小于24米，即一跨内同方向最多只布置一辆重车，并考虑满载砼罐车和空载砼罐车错车。
三、上部结构内力计算
〈一〉贝雷梁内力计算
1、12米跨
计算跨径为L计=12m(按简支计算)。
〈1〉 弯矩M:
① 300KN砼车（一辆）（按汽车－20级重车）布置在跨中时：
二、B1标24m跨水上钢栈桥万能杆件受力计算书
水上栈桥24m跨万能杆件受力计算书
一、结构形式
架空栈桥总长1854m， 宽7m，起于长江大堤，止于45墩中心线后约324m。桥中心线与苏通大桥引桥轴线一致。沿着引桥每隔约300m设车辆调头平台一座。栈桥两侧设栏杆，上部结构采用型钢结构。19~46轴跨间有桥墩处，上部梁板自成一体，以便整体拆卸。水上栈桥深水区和浅水区采用，下横梁采用H600×200，桥墩采用桩基排架，每榀排架下设2根、3根或4根Φ800×8mm钢管桩。通航孔处桩基设斜桩并在其上安装橡胶护弦起防撞作用。
自下而上依次为Φ800×8mm钢管桩，H600×200下横梁，长为6.8m；主纵梁采用万能杆件；I28b横向分配梁，布置间距2.0m，长度为7m；I16纵向分配梁，布置间距40cm；δ10桥面花纹钢板满铺。
二、荷载布置
1、上部结构恒重（7米宽计算）
⑴δ10钢板：7×1×0.01×7.85×10=5.495KN/m
⑵I16纵向分配梁:3.69KN/m
⑶I28b横向分配梁:1.52KN/m
⑷万能杆件纵梁:12.5KN/m
⑸H600×200下横梁:7.2KN/根
2、活荷载
⑴30t砼车
⑵履带吊65t和吊重20t
⑶施工荷载及人群荷载：4KN/m2
考虑栈桥实际情况，同方向车辆间距不小于24米，即一跨内同方向最多只布置一辆重车。
三、上部结构内力计算
栈桥断面图如下：
水上栈桥24m跨万能杆件结构受力验算表 |
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工况一：作用在跨中时 |
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杆件编号 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
24 |
25 |
26 |
27 |
28 |
29 |
30 |
31 |
32 |
33 |
34 |
35 |
36 |
37 |
P=76KN |
0 |
-76 |
-76 |
-152 |
-152 |
-228 |
-228 |
-152 |
-152 |
-76 |
-76 |
0 |
0 |
-53.8 |
53.8 |
0 |
-53.8 |
53.8 |
0 |
-53.8 |
53.8 |
-76 |
53.8 |
-53.8 |
0 |
53.8 |
-53.8 |
0 |
53.8 |
-53.8 |
0 |
38 |
114 |
190 |
190 |
114 |
38 |
P=58KN |
0 |
-66 |
-66 |
-134 |
-134 |
-144 |
-144 |
-96 |
-96 |
-48 |
-48 |
0 |
0 |
-48.1 |
48.1 |
0 |
-48.1 |
48.1 |
0 |
-48.1 |
-34 |
0 |
34 |
-34 |
0 |
34 |
-34 |
0 |
34 |
-34 |
0 |
34 |
102 |
168 |
120 |
72 |
24 |
P=58KN |
0 |
-48 |
-48 |
-96 |
-96 |
-144 |
-144 |
-134 |
-134 |
-66 |
-66 |
0 |
0 |
-34 |
34 |
0 |
-34 |
34 |
0 |
-34 |
34 |
0 |
-34 |
-48.1 |
0 |
48.1 |
-48.1 |
0 |
48.1 |
-48.1 |
0 |
24 |
72 |
120 |
168 |
102 |
34 |
P=4KN |
0 |
-5.4 |
-5.4 |
-10.8 |
-10.8 |
-8.2 |
-8.2 |
-5.6 |
-5.6 |
-3 |
-3 |
0 |
0 |
-3.8 |
3.8 |
0 |
-3.8 |
3.8 |
-4 |
1.8 |
-1.8 |
0 |
1.8 |
-1.8 |
0 |
1.8 |
-1.8 |
0 |
1.8 |
-1.8 |
0 |
2.7 |
8.1 |
9.1 |
6.5 |
3.9 |
1.3 |
P=4KN |
0 |
-3 |
-3 |
-5.6 |
-5.6 |
-8.2 |
-8.2 |
-10.8 |
-10.8 |
-5.4 |
-5.4 |
0 |
0 |
-1.8 |
1.8 |
0 |
-1.8 |
1.8 |
0 |
-1.8 |
1.8 |
0 |
-1.8 |
1.8 |
-4 |
3.8 |
-3.8 |
0 |
3.8 |
-3.8 |
0 |
1.3 |
3.9 |
6.5 |
9.1 |
8.1 |
2.7 |
合计 |
0 |
-198.4 |
-198.4 |
-398.4 |
-398.4 |
-532.4 |
-532.4 |
-398.4 |
-398.4 |
-198.4 |
-198.4 |
0 |
0 |
-141.5 |
141.5 |
0 |
-141.5 |
141.5 |
-4 |
-135.9 |
53.8 |
-76 |
53.8 |
-135.9 |
-4 |
141.5 |
-141.5 |
0 |
141.5 |
-141.5 |
0 |
100 |
300 |
493.6 |
493.6 |
300 |
100 |
工况二：作用在一端时 |
|||||||||||||||||||||||||||||||||||||
杆件编号 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
24 |
25 |
26 |
27 |
28 |
29 |
30 |
31 |
32 |
33 |
34 |
35 |
36 |
37 |
P=38KN |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-38 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
P=76KN |
0 |
-63 |
-63 |
-50.4 |
-50.4 |
-37.8 |
-37.8 |
-25.2 |
-25.2 |
-12.6 |
-12.6 |
0 |
0 |
-98.6 |
-8.9 |
0 |
8.9 |
-8.9 |
0 |
8.9 |
-8.9 |
0 |
8.9 |
-8.9 |
0 |
8.9 |
-8.9 |
0 |
8.9 |
-8.9 |
0 |
69.7 |
56.7 |
44.1 |
31.5 |
18.9 |
6.3 |
P=71.3KN |
0 |
-119 |
-119 |
-95.2 |
-95.2 |
-71.4 |
-71.4 |
-47.6 |
-47.6 |
-23.8 |
-23.8 |
0 |
0 |
-84 |
84 |
-71.3 |
16.8 |
-16.8 |
0 |
16.8 |
-16.8 |
0 |
16.8 |
-16.8 |
0 |
16.8 |
-16.8 |
0 |
16.8 |
-16.8 |
0 |
59.4 |
107.1 |
83.3 |
59.5 |
35.7 |
11.9 |
P=16KN |
0 |
-24 |
-24 |
-32 |
-32 |
-24 |
-24 |
-16 |
-16 |
-8 |
-8 |
0 |
0 |
-17 |
17 |
0 |
-17 |
-5.6 |
0 |
5.6 |
-5.6 |
0 |
5.6 |
-5.6 |
0 |
5.6 |
-5.6 |
0 |
5.6 |
-5.6 |
0 |
12 |
36 |
28 |
20 |
12 |
4 |
合计 |
0 |
-206 |
-206 |
-177.6 |
-177.6 |
-133.2 |
-133.2 |
-88.8 |
-88.8 |
-44.4 |
-44.4 |
0 |
-38 |
-199.6 |
92.1 |
-71.3 |
8.7 |
-31.3 |
0 |
31.3 |
-31.3 |
0 |
31.3 |
-31.3 |
0 |
31.3 |
-31.3 |
0 |
31.3 |
-31.3 |
0 |
141.1 |
199.8 |
155.4 |
111 |
66.6 |
22.2 |
工况三：靠近端侧时 |
|||||||||||||||||||||||||||||||||||||
杆件编号 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
24 |
25 |
26 |
27 |
28 |
29 |
30 |
31 |
32 |
33 |
34 |
35 |
36 |
37 |
P=38KN |
0 |
-32 |
-32 |
-25.6 |
-25.6 |
-19.2 |
-19.2 |
-12.8 |
-12.8 |
-6.4 |
-6.4 |
0 |
0 |
-49.2 |
-4.5 |
0 |
4.5 |
-4.5 |
0 |
4.5 |
-4.5 |
0 |
4.5 |
-4.5 |
0 |
4.5 |
-4.5 |
0 |
4.5 |
-4.5 |
0 |
34.8 |
28.8 |
22.4 |
16 |
9.6 |
3.2 |
P=76KN |
0 |
-126.6 |
-126.6 |
-101.6 |
-101.6 |
-76.2 |
-76.2 |
-50.8 |
-50.8 |
-25.4 |
-25.4 |
0 |
0 |
-89.5 |
89.5 |
-76 |
18 |
-18 |
0 |
18 |
-18 |
0 |
18 |
-18 |
0 |
18 |
-18 |
0 |
18 |
-18 |
0 |
63.3 |
114.3 |
88.9 |
63.5 |
38.1 |
12.7 |
P=71.3KN |
0 |
-107 |
-107 |
-142.4 |
-142.4 |
-106.8 |
-106.8 |
-71.2 |
-71.2 |
-35.6 |
-35.6 |
0 |
0 |
-75.6 |
75.6 |
0 |
-75.6 |
-25.2 |
0 |
25.2 |
-25.2 |
0 |
25.2 |
-25.2 |
0 |
25.2 |
-25.2 |
0 |
25.2 |
-25.2 |
0 |
53.5 |
160.2 |
124.6 |
89 |
53.4 |
17.8 |
P=16KN |
0 |
-21.4 |
-21.4 |
-42.4 |
-42.4 |
-31.8 |
-31.8 |
-21.2 |
-21.2 |
-10.6 |
-10.6 |
0 |
0 |
-15.1 |
15.1 |
0 |
-15.1 |
15.1 |
-16 |
7.5 |
-7.5 |
0 |
7.5 |
-7.5 |
0 |
7.5 |
-7.5 |
0 |
7.5 |
-7.5 |
0 |
10.7 |
32.1 |
37.1 |
26.5 |
15.9 |
5.3 |
合计 |
0 |
-287 |
-287 |
-312 |
-312 |
-234 |
-234 |
-156 |
-156 |
-78 |
-78 |
0 |
0 |
-229.4 |
175.7 |
-76 |
-68.2 |
-32.6 |
-16 |
55.2 |
-55.2 |
0 |
55.2 |
-55.2 |
0 |
55.2 |
-55.2 |
0 |
55.2 |
-55.2 |
0 |
162.3 |
335.4 |
273 |
195 |
117 |
39 |
恒载作用时 |
|||||||||||||||||||||||||||||||||||||
杆件编号 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
23 |
24 |
25 |
26 |
27 |
28 |
29 |
30 |
31 |
32 |
33 |
34 |
35 |
36 |
37 |
P=12.5KN |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-12.5 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
P=21.6KN |
0 |
-18 |
-18 |
-14.4 |
-14.4 |
-10.8 |
-10.8 |
-7.2 |
-7.2 |
-3.6 |
-3.6 |
0 |
0 |
-28 |
-2.5 |
0 |
2.5 |
-2.5 |
0 |
2.5 |
-2.5 |
0 |
2.5 |
-2.5 |
0 |
2.5 |
-2.5 |
0 |
2.5 |
-2.5 |
0 |
19.8 |
16.2 |
12.6 |
9 |
5.4 |
1.8 |
P=21.6KN |
0 |
-36 |
-36 |
-28.8 |
-28.8 |
-21.6 |
-21.6 |
-14.4 |
-14.4 |
-7.2 |
-7.2 |
0 |
0 |
-25.5 |
25.5 |
-21.6 |
5.1 |
-5.1 |
0 |
5.1 |
-5.1 |
0 |
5.1 |
-5.1 |
0 |
5.1 |
-5.1 |
0 |
5.1 |
-5.1 |
0 |
18 |
32.4 |
25.2 |
18 |
10.8 |
3.6 |
P=21.6KN |
0 |
-32.4 |
-32.4 |
-43.2 |
-43.2 |
-32.4 |
-32.4 |
-21.6 |
-21.6 |
-10.8 |
-10.8 |
0 |
0 |
-22.9 |
22.9 |
0 |
-22.9 |
-7.6 |
0 |
7.6 |
-7.6 |
0 |
7.6 |
-7.6 |
0 |
7.6 |
-7.6 |
0 |
7.6 |
-7.6 |
0 |
16.2 |
48.6 |
37.8 |
27 |
16.2 |
5.4 |
P=21.6KN |
0 |
-28.8 |
-28.8 |
-57.6 |
-57.6 |
-43.2 |
-43.2 |
-28.8 |
-28.8 |
-14.4 |
-14.4 |
0 |
0 |
-20.4 |
20.4 |
0 |
-20.4 |
20.4 |
-21.6 |
10.2 |
-10.2 |
0 |
10.2 |
-10.2 |
0 |
10.2 |
-10.2 |
0 |
10.2 |
-10.2 |
0 |
14.4 |
43.2 |
50.4 |
36 |
21.6 |
7.2 |
P=21.6KN |
0 |
-25.2 |
-25.2 |
-50.4 |
-50.4 |
-54 |
-54 |
-36 |
-36 |
-18 |
-18 |
0 |
0 |
-17.8 |
17.8 |
0 |
-17.8 |
17.8 |
0 |
-17.8 |
-12.7 |
0 |
12.7 |
-12.7 |
0 |
12.7 |
-12.7 |
0 |
12.7 |
-12.7 |
0 |
12.6 |
37.8 |
63 |
54 |
27 |
9 |
P=21.6KN |
0 |
-21.6 |
-21.6 |
-43.2 |
-43.2 |
-64.8 |
-64.8 |
-43.2 |
-43.2 |
-21.6 |
-21.6 |
0 |
0 |
-15.3 |
15.3 |
0 |
-15.3 |
15.3 |
0 |
-15.3 |
15.3 |
-21.6 |
15.3 |
-15.3 |
0 |
15.3 |
-15.3 |
0 |
15.3 |
-15.3 |
0 |
10.8 |
32.4 |
64.8 |
64.8 |
32.4 |
10.8 |
P=21.6KN |
0 |
-18 |
-18 |
-36 |
-36 |
-54 |
-54 |
-50.4 |
-50.4 |
-25.2 |
-25.2 |
0 |
0 |
-12.7 |
12.7 |
0 |
-12.7 |
12.7 |
0 |
-12.7 |
12.7 |
0 |
-12.7 |
-17.8 |
0 |
17.8 |
-17.8 |
0 |
17.8 |
-17.8 |
0 |
9 |
27 |
54 |
63 |
37.8 |
12.6 |
P=21.6KN |
0 |
-14.4 |
-14.4 |
-28.8 |
-28.8 |
-43.2 |
-43.2 |
-57.6 |
-57.6 |
-28.8 |
-28.8 |
0 |
0 |
-10.2 |
10.2 |
0 |
-10.2 |
10.2 |
0 |
-10.2 |
10.2 |
0 |
-10.2 |
10.2 |
-21.6 |
20.4 |
-20.4 |
0 |
20.4 |
-20.4 |
0 |
7.2 |
21.6 |
36 |
50.4 |
43.2 |
14.4 |
P=21.6KN |
0 |
-10.8 |
-10.8 |
-21.6 |
-21.6 |
-32.4 |
-32.4 |
-43.2 |
-43.2 |
-32.4 |
-32.4 |
0 |
0 |
-7.6 |
7.6 |
0 |
-7.6 |
7.6 |
0 |
-7.6 |
7.6 |
0 |
-7.6 |
7.6 |
0 |
-7.6 |
-22.9 |
0 |
22.9 |
-22.9 |
0 |
5.4 |
16.2 |
27 |
37.8 |
48.6 |
16.2 |
P=21.6KN |
0 |
-7.2 |
-7.2 |
-14.4 |
-14.4 |
-21.6 |
-21.6 |
-28.8 |
-28.8 |
-36 |
-36 |
0 |
0 |
-5.1 |
5.1 |
0 |
-5.1 |
5.1 |
0 |
-5.1 |
5.1 |
0 |
-5.1 |
5.1 |
0 |
-5.1 |
5.1 |
-21.6 |
25.5 |
-25.5 |
0 |
3.6 |
10.8 |
18 |
25.2 |
32.4 |
18 |
P=21.6KN |
0 |
-3.6 |
-3.6 |
-7.2 |
-7.2 |
-10.8 |
-10.8 |
-14.4 |
-14.4 |
-18 |
-18 |
0 |
0 |
-2.5 |
2.5 |
0 |
-2.5 |
2.5 |
0 |
-2.5 |
2.5 |
0 |
-2.5 |
2.5 |
0 |
-2.5 |
2.5 |
0 |
-3 |
-28 |
0 |
1.8 |
5.4 |
9 |
12.6 |
16.2 |
19.8 |
P=12.5KN |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
-12.5 |
0 |
0 |
0 |
0 |
0 |
0 |
合计 |
0 |
-216 |
-216 |
-345.6 |
-345.6 |
-388.8 |
-388.8 |
-345.6 |
-345.6 |
-216 |
-216 |
0 |
-12.5 |
-168 |
137.5 |
-21.6 |
-106.9 |
76.4 |
-21.6 |
-45.8 |
15.3 |
-21.6 |
15.3 |
-45.8 |
-21.6 |
76.4 |
-106.9 |
-21.6 |
137 |
-168 |
-12.5 |
118.8 |
291.6 |
397.8 |
397.8 |
291.6 |
118.8 |
完整报告可以查看附件，含B1标水上钢栈桥结构受力计算书、B1标24m跨水上钢栈桥万能杆件受力计算书，谢谢！
该付费内容为：苏通大桥栈桥计算书完整版
包含2个附件 6人购买
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