| 大跨径连续钢箱梁设计方法 |
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| 引用本文： | 戴少雄,谢斌.大跨径连续钢箱梁设计方法[J].城市道桥与防洪,2012(3):61-63,12. |
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| 作者姓名： | 戴少雄 谢斌 |
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| 作者单位： | 天津市市政工程设计研究院,天津市,300051 |
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| 摘 要： | 介绍快速路西纵联络线立交跨河桥大跨径连续钢箱梁设计与施工方法,系统论述了设计过程,对关键节点详细分析,提出可行的设计方法,可为今后类似的桥梁建设提供经验。
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| 关 键 词： | 大跨径连续钢箱梁 钢桥面板 剪力滞 支点构造 |
Design Method of Long-span Continuous Steel Box Beam |
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| Dai Shaoxiong,Xie Bin.Design Method of Long-span Continuous Steel Box Beam[J].Urban Roads Bridges & Flood Control,2012(3):61-63,12. |
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| Authors: | Dai Shaoxiong Xie Bin |
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| Institution: | Dai Shaoxiong,Xie Bin |
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| Abstract: | The article introduces the design and construction methods of long-span continuous steel box beam for the overpass bridge in the west longitudinal contact line of expressway,systematically describes the design process,analyzes the key nodes in detail,and puts forward the feasible design method,which can be referred for the construction of the similar bridges. |
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| Keywords: | long-span continuous steel box beam steel deck slab shear lag pivot structure |
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