| 木兰湖大桥主桥方案设计与施工 |
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| 引用本文： | 刘锋民,赵站伟,贺国佑.木兰湖大桥主桥方案设计与施工[J].城市道桥与防洪,2013(6):77-80,18. |
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| 作者姓名： | 刘锋民 赵站伟 贺国佑 |
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| 作者单位： | 武汉市公路勘察设计院;武汉市规划研究院 |
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| 摘 要： | 根据木兰湖水深面宽的自然条件及大型船舶无法进入的特殊地理条件,结合木兰湖风景区的景观要求,木兰湖大桥主桥采用(35+2×60+35)m预应力混凝土V型刚构。着重介绍该桥方案构思及4个桥型方案的特点,并阐述了推荐方案的施工方法。
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| 关 键 词： | 方案构思 桥型特点 V型刚构 结构设计 施工方案 |
Design and Construction of Main Bridge for Mulan Lake Bridge |
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| Liu Fengmin,Zhao Zhanwei,He Guoyou.Design and Construction of Main Bridge for Mulan Lake Bridge[J].Urban Roads Bridges & Flood Control,2013(6):77-80,18. |
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| Authors: | Liu Fengmin Zhao Zhanwei He Guoyou |
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| Institution: | Liu Fengmin,Zhao Zhanwei,He Guoyou |
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| Abstract: | Based on the natural condition of Mulan River with deep water and wide surface and the special geographical condition of large-sized ships hard to drive into lake,and according to the landscape requirement of Mulan Lake Scenic Spot,the(35+2×60+35)-m pre-stressed concrete V-type rigid framework is used for the main bridge of Mulan Lake Bridge.The article focuses introduction on the scheme conceptions of this bridge and the characteristics of four bridge schemes,and sets forth the construction method of the recommended scheme. |
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| Keywords: | scheme conception bridge characteristic V-type rigid framework structural design construction scheme |
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