重庆李家嘉陵江大桥设计与施工

Ya-ping Lai, Xiao-hu Chen, Fu-cheng Yan
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引用次数: 0

摘要

为了实现经济、合理、高效的结构体系,将连续刚构梁桥和上承拱桥两种传统结构体系相结合,形成一种新型的桥梁形式——拱加劲梁桥。这种桥型满足了重庆李家嘉陵江大桥的创新和独特要求。ASG桥结合了梁桥的简洁和拱桥的优雅。在结构性能方面,ASG桥利用拱辅助主梁,形成自平衡体系,显著减小了跨中和跨边梁长,通过增加竖向刚度和有效控制长期挠度,优化了结构性能。本文论述了重庆李家嘉陵江大桥的主要组成部分的设计、施工、承载能力试验及竣工后的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Design and Construction of Chongqing Lijia Jialing River Bridge
To achieve a cost-effective, rational, and efficient structural system, two traditional structural systems—a continuous rigid frame (CRF) girder bridge and a deck arch bridge—are combined to form a new bridge type—arch-stiffened girder (ASG) bridge. This bridge type fulfil the innovative and unique requirements for the Chongqing Lijia Jialing river bridge. The ASG bridge combines the simplicity of a girder bridge with the elegance of an arch bridge. In terms of structural behaviours, the ASG bridge utilizes the arch to assist the main girder and forms a self-balancing system, significantly reducing the mid-span and side-span girder lengths, and thus optimizing structural performance through increased vertical stiffness and effective control of long-term deflection. This article discusses the major components of the Chongqing Lijia Jialing river bridge's design, construction, load capacity testing, and effects upon completion.
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