| 太平沟大桥曲线箱梁顶推施工设计概述 |
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| 引用本文： | 闫波.太平沟大桥曲线箱梁顶推施工设计概述[J].科技情报开发与经济,2004,14(6):276-277. |
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| 作者姓名： | 闫波 |
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| 作者单位： | 太原工业大学 |
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| 摘 要： | 太平沟大桥该桥全长358．8m，平面位于R=1380．965m圆曲线及L5=300m的缓和曲线上，是国内曲线连续顶推桥长最长、跨径最大的一座桥。详细介绍了太平沟大桥曲线箱梁顶推设计特点及施工设计要点。
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| 关 键 词： | 箱梁预制 曲线顶推 设计特点 |
| 文章编号： | 1005-6033(2004)06-0276-02 |
| 修稿时间： | 2004年3月12日 |
On the Curved Box- beam Push Construction of the Taipinggou Bridge |
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| Y A N B o.On the Curved Box- beam Push Construction of the Taipinggou Bridge[J].Sci-Tech Information Development & Economy,2004,14(6):276-277. |
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| Authors: | Y A N B o |
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| Abstract: | The Taipinggou Bridge,which is 358.8m long,is located on a circularcurve with the radius of380.965m and a transition curve with the length of 300m and is the bridge with the longest curved continuous push bridge and the biggest span in China.This paper introduces the push design features and construction design points of the Taipinggou Bridge's curved box -beam . |
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| Keywords: | prefabricated box -beam curved push design features |
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