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曲线主梁异形拱肋桥梁结构体系设计及受力分析

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景詹沙河大桥位于江苏省溧阳市天目湖景区,全长 248 m,跨径布置 80 m+123 m+45 m.大桥采用异形拱曲梁协作结构体系,曲线梁、异形拱和扇形空间索面共同形成古琴造型,整体造型简洁新颖,突破了传统拱桥外形.文章阐述了大桥主体结构设计,结合有限元计算模型,对结构体系进行比选,最终确定采用拱墩分离的结构体系.经验算,结构安全满足设计要求,可为类似桥梁的设计与施工提供借鉴和参考.
Structural System Design&Stress Analysis of Curved Girder Bridge with Special-Shaped Arch Ribs
Jingzhansha River Bridge is located in Tianmu Lake scenic spot,Liyang,Jiangsu,with a total length of 248 m and span arrangement of 80 m+123 m+45 m.The curved beams,shaped arches and fan-shaped space cable surface form a Guqin shape.The overall shape is simple and novel,breaking through the traditional arch bridge shape.This paper describes the main structure design of the bridge,combined with the finite element calculation model,the structure system is compared and selected,and the structure system with the separation of arch pier is finally determined.The empirical calculation shows that the structure safety meets the design requirements,which can provide reference for the design and construction of similar bridges.

special-shaped steel arch bridgecurved girderstructural systembridge design

陈轶迪

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同济大学建筑设计研究院(集团)有限公司,上海 200092

异形钢拱桥 曲线主梁 结构体系 桥梁设计

2024

中国市政工程
上海市城市建设设计研究院

中国市政工程

影响因子:0.358
ISSN:1004-4655
年,卷(期):2024.(3)