Volume 41 Issue 7
Jul.  2026
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Jianjin Zhang. Key Techniques for the Installation of Stiffening Girders in the Jixin Yellow River Three Gorges Bridge[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(7): 62-69. doi: 10.13206/j.gjgS25051202
Citation: Jianjin Zhang. Key Techniques for the Installation of Stiffening Girders in the Jixin Yellow River Three Gorges Bridge[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(7): 62-69. doi: 10.13206/j.gjgS25051202

Key Techniques for the Installation of Stiffening Girders in the Jixin Yellow River Three Gorges Bridge

doi: 10.13206/j.gjgS25051202
  • Received Date: 2025-05-12
    Available Online: 2026-09-01
  • To address the challenges of installing stiffening girders for long-span suspension bridges in mountainous deep canyons with complex terrain, this study conducted innovative research on construction techniques based on the Jixin Yellow River Three Gorges Bridge project. Confronting special conditions including restricted road transportation in U-shaped valleys, 30-meter annual water level variations of the Yellow River, and non-navigable waterways, this paper proposed an integrated construction scheme of "modular decomposition + on-site assembly, component transportation + intelligent cable lifting". Key technical solutions include: 1) factory prefabrication of each steel truss segment into 58 components (upper/lower chords, webs, deck panels, upper/lower crossbeams), followed by road transportation to on-site assembly yards for "3+1" preassembly into standard lifting units; 2) the development and deployment of specialized multi-axle modular transporters for segment transportation within the canyon significantly improved transport efficiency; 3) an intelligent cable lifting system was implemented, achieving millimeter-level positioning accuracy at a rate of 2 segments per day; 4) an innovative "scaffolding + swing method" combination for cable lifting blind zones, enabling precise placement through hydraulic synchronization control for a maximum inclination of 63° and horizontal displacement of 15 m. Practical results demonstrated that the vertical installation accuracy was within ±2 mm for all 34 segments, the construction period was reduced by 20%, and the structure achieved a 100% acceptance rate in the initial inspection. The research validated the applicability of modular transportation and intelligent lifting techniques in deep-canyon suspension bridges, while the swing method effectively extended cable lifting coverage. The developed integrated technical system provides a valuable reference for similar canyon bridge projects, demonstrating significant economic benefits and promotion potential.
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  • [1]
    王保,许建凯,刘赐文,等.开州湖特大桥缆索吊装系统设计与安装方案探讨[J].科技创新与应用,2023,21(4):42-46.
    [2]
    丁德豪,朱玉,林阳.独塔地锚式回转缆悬索桥设计关键技术[J].桥梁建设,2023,53(4):109-115.
    [3]
    李陆平,李兴华,罗瑞华.武汉杨泗港长江大桥主桥加劲梁架设施工技术[J].桥梁建设,2019,49(6):7-12.
    [4]
    姚进,庄值政,张凤凰.山区悬索桥钢桁架加劲梁安装技术[J].公路,2013,58(7):82-87.
    [5]
    邓明超.山区峡谷悬索桥主梁安设工艺[J].中国公路,2019(3):114-115.
    [6]
    陈明宪,潘权,龙跃海,等.山区特大跨度悬索桥主梁架设新工艺整体模型试验研究[J].中外公路,2011,31(6):23-26.
    [7]
    陈常松,吴俊杰.钢桁梁悬索桥加劲梁节段安装连接方式研究[J].中外公路,2024,44(5):143-148.
    [8]
    纪为详,陶路.山区大跨度悬索桥钢桁梁施工技术[J].桥梁建设,2012,42(3):107-113.
    [9]
    彭强,王奇锐.大跨径钢桁梁悬索桥加劲梁吊装过程的关键技术研究[J].公路,2020,65(12):1-5.
    [10]
    廖文涛.大跨径悬索桥大节段钢桁梁整体架设施工控制关键技术研究[D].武汉:武汉工程大学,2020.
    [11]
    栗金营,陈淮,李杰.哪吒大桥钢桁加劲梁架设方案研究[J].施工技术,2011,40(9):35-38.
    [12]
    吴胜东,冯兆祥,蒋波.特大跨径悬索桥上部结构施工关键技术研究[J].土木工程学报,2007,40(4):32-37.
    [13]
    邵广淼,潘权,颜东煌,等.大跨径钢桁梁悬索桥加劲梁吊装施工节段连接方式研究[J].中外公路,2024,44(6):191-198.
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