| 瓯江大桥总体设计 |
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| 引用本文： | 唐方清,罗嗣碧,杨华振.瓯江大桥总体设计[J].公路,2012(5):127-131. |
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| 作者姓名： | 唐方清 罗嗣碧 杨华振 |
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| 作者单位： | 中国公路工程咨询集团有限公司 北京市 100097 |
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| 摘 要： | 瓯江大桥主桥为84m+200m+84m钢混组合连续刚构桥,主桥纵断面受通航净空等限制,为有效降低主梁梁高,主跨跨中设置了80m长钢箱梁,介绍了本桥的工程概况、技术标准及结构特点,为今后我国类似桥梁设计提供借鉴和参考。
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| 关 键 词： | 桥梁工程 连续刚构 混合梁 组合结构 设计 |
Overall Design of Oujiang Bridge |
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| TANG Fang-qing
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LUO Si-bi
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YANG Hua-zhen.Overall Design of Oujiang Bridge[J].Highway,2012(5):127-131. |
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| Authors: | TANG Fang-qing LUO Si-bi YANG Hua-zhen |
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| Institution: | (China Highway Engineering Consultants Co.,Ltd.,Beijing 100097,China) |
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| Abstract: | The Oujiang Bridge is the steel-concrete composite continuous rigid frame bridge with a span 84 m+200 m+84 m.Limited by the navigation clearance,the 80 m main span steel box beam is set in order to effectively reduce the main beam height.The general situation of the project,the technical standard of bridge and structural features are introduced to provide the reference for the similar bridge design. |
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| Keywords: | bridge engineering continuous rigid frame hybrid girder hybrid structure design |
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