245 m大跨径组合钢箱梁桥结构设计研究
Structural Design and Study of 245 m Long Span Composite Steel Box Girder Bridge
欧光鲲 1袁勇根 2单庆伟 3于鹏 1王栋 1王伟3
作者信息
- 1. 山东易方达建设项目管理有限公司 济南市 250000
- 2. 上海市政工程设计研究总院(集团)有限公司 上海市 200092
- 3. 济南城市建设集团有限公司 济南市 250000
- 折叠
摘要
济南市凤凰路黄河大桥北侧跨大堤引桥为主跨跨径为245 m的组合钢箱梁桥,跨度在国内目前同类桥梁中排名第一.本研究对该组合梁桥的连续梁负弯矩区桥面板、双层组合结构设计进行了分析研究,体现了设计与施工相结合的理念,提高了大跨度连续组合箱梁的技术与经济竞争力.
Abstract
With the main span length of 245m,the approach bridge across embankment on the north side of the Yellow River Bridge on Fenghuang Road in Jinan is a combined steel box girder structure,ranking the first of its kind in China up to date.The design of bridge panel and double-layer composite structure in the negative bending moment area of continuous beam is analyzed and studied in the paper,which reflects the concept of combining design and construction.The research improves the technical and economic competitiveness of long-span continuous composite box girder.
关键词
桥梁工程/UHPC桥面板/开裂区/双层组合/负弯矩区Key words
bridge engineering/UHPC bridge panel/cracking zone/double layer combination/negative moment zone引用本文复制引用
出版年
2024
NETL
NSTL
万方数据