| 斜靠拱桥的方案比较 |
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| 引用本文： | 金爱军.斜靠拱桥的方案比较[J].城市道桥与防洪,2006(6):58-61. |
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| 作者姓名： | 金爱军 |
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| 作者单位： | 上海城建集团公司,上海市,200063 |
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| 摘 要： | 斜靠式拱桥是两片竖直主拱与两片斜拱两两组合成的空间受力体系。这种桥外形独特新颖,富有曲线美和力度感。该文以某工业开发区正在设计中的斜靠式拱桥为例,就这种桥梁的结构体系、不同截面方案等问题展开讨论,并给出推荐方案。
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| 关 键 词： | 斜靠式拱桥 系杆拱桥 钢管拱 |
| 文章编号： | 1009-7716（2006）06-0058-03 |
| 收稿时间： | 2006-07-30 |
| 修稿时间： | 2006年7月30日 |
Scheme Comparison of Oblique-against Arch Bridge |
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| Jin Aijun.Scheme Comparison of Oblique-against Arch Bridge[J].Urban Roads Bridges & Flood Control,2006(6):58-61. |
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| Authors: | Jin Aijun |
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| Abstract: | The oblique-against arch bridge is a space stressed system composed of two groups of two vertical main arches and two oblique arches. The appearance of this bridge is unique and novel and has the curve pretty and dynamics feeling. Taking the oblique-against arch bridge being designed for a industrial development area as an example, the article discusses the structural system and the different sectional schemes of this bridge, and gives the recommended scheme. |
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| Keywords: | oblique-against arch bridge bowstring arch bridge steel-pipe arch |
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