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斜支撑下连续箱梁桥宽横隔梁设计
引用本文:孙永存,王佳伟.斜支撑下连续箱梁桥宽横隔梁设计[J].辽宁省交通高等专科学校学报,2012,14(4):5-8.
作者姓名:孙永存  王佳伟
作者单位:1. 辽宁省交通规划设计院,辽宁沈阳,110166
2. 辽宁大通公路工程有限公司,辽宁沈阳,110179
摘    要:由于地形受限,桥梁不可避免地斜向跨越下穿高速公路,本文以沈丹高速某桥为例,介绍一种新的跨越思路,通过Midas建模分析,给出斜支撑下连续箱梁桥宽横隔梁的受力特点,并给出相关设计建议。

关 键 词:连续箱梁  斜支撑  宽横隔梁

Design of Width Diaphragm of Continuous Box Girder Bridge under Oblique Support
SUN Yong-cun,WANG Jia-wei.Design of Width Diaphragm of Continuous Box Girder Bridge under Oblique Support[J].Journal of Liaoning Provincial College of Communications,2012,14(4):5-8.
Authors:SUN Yong-cun  WANG Jia-wei
Institution:SUN Yong-cun WANG Jia-wei
Abstract:Restricted by geography, it is unavoidable for a bridge to undercross the highway obliquely. Taking some bridge in Shen-Dan Highway for example, this paper introduces a new thinking of crossing. Through MIDAS modeling analysis, it is to get the force features of width diaphragm of continuous box girder bridge under oblique support and the relevant suggestion of design are given at last.
Keywords:Continuous Box Girder  Oblique Support  Width Diaphragm
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