首页|龙潭长江大桥南北引桥钢混组合梁设计与施工研究

龙潭长江大桥南北引桥钢混组合梁设计与施工研究

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龙潭长江大桥南北引桥具有管线多、地面交通系统复杂、跨径布置控制因素多以及布墩位置条件受限等特点,经综合比选,采用结构简单、受力合理且施工便捷的钢混组合梁方案:30~60 m跨径采用等截面钢混组合梁,78~91 m跨径采用变截面钢混组合梁.主要从结构力学性能、安全性、经济性和施工便捷性等方面,分析、比选标准跨径和大跨径钢混组合梁的设计与施工方案.选用钢混组合梁时以标准化、工厂化、规模化、装配化作为设计理念,可提高生产效率和结构可靠性,减少高空作业风险,易于控制工程质量.项目中首次大规模将多主梁的槽形截面钢混组合梁应用于长江大桥,可为后续钢混组合梁设计与施工提供参考.
Design and Construction Study of Steel Concrete Composite Beams for the North-south Approach of Longtan Yangtze River Bridge
The north-south approach bridge of Longtan Yangtze River Bridge has the characteristics of multiple pipelines,com-plex ground transportation system,multiple control factors for span layout and limited pier location conditions.After compre-hensive comparison and selection,steel concrete composite beam scheme with simple structure,reasonable stress and conven-ient construction are adopted.Constant section steel concrete composite beams are used for spans ranging from 30 m to 60 m,and variable section steel concrete composite beams are used for spans ranging from 78 m to 91 m.The research main-ly analyzes and compares the design and construction plans of standard span and large span steel-concrete composite beams from the perspectives of structural mechanical performance,safety,economy,and construction convenience.The design con-cept of steel-concrete composite beams is standardization,industrialization,large-scale and assembly,which improves produc-tion efficiency and structural reliability,reduces the risk of high-altitude operations,makes it easy to control engineering quali-ty.The project is the first large-scale application of multi main beam trough shaped steel concrete composite beams in the Yan-gtze River Bridge,providing reference for the design and construction of subsequent steel concrete composite beams.

steel concrete composite beammulti main beam groove sectionhole by hole erectionintermittent pou-ring methoddesignconstruction

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华设设计集团股份有限公司,南京 210014

钢混组合梁 多主梁槽形截面 逐孔架设 间断浇筑法 设计 施工

2024

现代交通技术
江苏省交通科学研究院

现代交通技术

影响因子:0.431
ISSN:1672-9889
年,卷(期):2024.21(1)
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