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大跨度拱桥拱上连续梁无落地式支撑体系现浇施工技术

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结合郑万高速铁路奉节梅溪河双线特大桥工程实例,针对大跨度拱桥拱上连续梁现浇施工技术展开研究,通过支撑体系比选、仿真模拟分析、牛腿预压试验,综合考虑墩柱的二阶效应影响,创新设计出无落地式支撑体系.利用既有缆索起重机配合施工,合理筹划施工组织,实现拱上 3 联连续梁均衡对称现浇及贝雷梁模块化拆除.该技术通过一系列的设计创新和工艺优化,很好地控制了拱桥连续梁施工变形量,保证了施工质量与安全,显著提高工效、降低成本.
Cast-in-situ Construction Technology of Non-floor Support System for Continuous Beam on Arch of Long-span Arch Bridge
Combined with the engineering example of Meixi River Double-track Super Large Bridge in Fengjie for Zhengzhou-Wanzhou High-speed Railway,this paper researches on cast-in-situ construction technology of the continuous beam on arch of long-span arch bridge.Through comparison and selection of support systems,simulation analysis,and precompression tests of cow legs,taking into account the second-order effect of pier columns,an innovative design of non-floor support system is developed.Using existing cable crane to coordinate construction,plan construction organization reasonably,and balanced and symmetrical cast-in-situ construction of triple continuous beams on the arch is achieved,as well as modular dismantling of Bailey beams.Through a series of design innovations and process optimizations,this technology effectively controls the construction deformation of arch bridge continuous beams of high-speed railway,ensuring construction quality and safety,significantly improving work efficiency and saving costs.

bridgesarch bridgescontinuous beamssupportscast-in-situconstruction

王海峰

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中铁上海工程局集团建筑工程有限公司,上海 201906

桥梁工程 拱桥 连续梁 支撑 现浇 施工技术

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(12)