| 14m+36m+14m斜腿刚构桥的设计 |
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| 引用本文： | 王建,金大勇,肖春,林锋,罗春晖.14m+36m+14m斜腿刚构桥的设计[J].城市道桥与防洪,2010(7):29-31,44. |
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| 作者姓名： | 王建 金大勇 肖春 林锋 罗春晖 |
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| 作者单位： | 中国市政工程西南设计研究院,四川,成都,610081;中国市政工程西南设计研究院,四川,成都,610081;中国市政工程西南设计研究院,四川,成都,610081;中国市政工程西南设计研究院,四川,成都,610081;中国市政工程西南设计研究院,四川,成都,610081 |
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| 摘 要： | 该文结合遵义市万里大桥斜腿刚构桥的设计,介绍了该桥型的设计方案、桥型特点、构造难点、结构分析计算以及施工中应当注意的问题。从该项目的实施完成情况来看,斜腿刚构桥确实是中等跨径城市单跨桥梁中具有竞争力的桥型。
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| 关 键 词： | 斜腿刚构桥 预应力 铰支座 拉压支座 |
Design of 14m + 36m + 14m Slant Legged Rigid Frame Bridge |
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| Wang Jian,Jin Dayong,Xiao Chun,Lin Feng,Luo Chunhui.Design of 14m + 36m + 14m Slant Legged Rigid Frame Bridge[J].Urban Roads Bridges & Flood Control,2010(7):29-31,44. |
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| Authors: | Wang Jian Jin Dayong Xiao Chun Lin Feng Luo Chunhui |
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| Abstract: | According to the design of the slant legged rigid frame bridge of Wanli Bridge in Zunyi City,the article introduces the design scheme,shape characteristics,construction difficulty,structural analysis and calculation and issued for attention in the construction of this bridge.The slant legged rigid frame bridge is a bridge shape with the competition power in faith in the medium-span urban single-span bridge according to the completion condition of this project. |
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| Keywords: | slant legged rigid frame bridge pre-stress hinge support tension-compression support |
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