葵花形拱桥施工技术与控制要点研究
作者:
作者单位:

北京市政路桥股份有限公司,北京市 100045

作者简介:

王志浩(1993—), 男, 学士, 工程师, 从事道路与桥梁建设。

通讯作者:

中图分类号:

U445.4;TU997

基金项目:


Research on Construction Technology and Key Control Points of Sunflower-shaped Arch Bridge
Author:
Affiliation:

Beijing Municipal Road and Bridge Co., Ltd., Beijing 100045, China

Fund Project:

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    摘要:

    葵花形拱桥因其结构为主拱上设置腹拱,整体造型酷似葵花而得名,凭借造型美感和合理的受力性能,在城市景观桥梁和主干路桥梁工程中应用渐广。此类桥梁多采用多跨连拱结构,拱轴线线形复杂,上下部结构协同受力要求高,施工过程中需重点控制拱轴线精度、支架稳定性、混凝土裂缝及结构耐久性等关键指标。为解决施工控制难题,以广州知识城九龙湖大桥为依托,从拱座墩、主拱圈、腹拱圈到连续纵梁等关键部位的施工工艺入手,深入分析控制重点并提出应对措施。通过强化模板及支架体系设计、精准控制拱轴线、优化混凝土施工及监测方案,实现了桥梁施工全过程的质量、安全与进度管控,确保了工程结构稳定性和耐久性。

    Abstract:

    The sunflower-shaped arch bridge is named for its structure where a web arch is set on the main arch, and its overall shape resembles a sunflower. With its aesthetic appeal and reasonable load-bearing performance, it is increasingly widely used in urban landscape bridges and main road bridge projects. Such bridges mostly adopt multi-span continuous arch structures, the arch axis lines are complex and the requirements for the coordinated force of the superstructure and substructures are high. During the construction process, the key indicators such as the accuracy of the arch axis, the stability of the support, concrete cracks, and the durability of the structure should be strictly controlled. To address the difficulties in construction control, relying on the Jiulonghu Bridge in Guangzhou Knowledge City, the control points are deeply analyzed and the countermeasures are proposed from the construction techniques of key parts such as arch seat pier, main arch ring, web arch ring and continuous longitudinal beam. By strengthening the design of formwork and support systems, precisely controlling the arch axis, and optimizing concrete construction and monitoring schemes, the quality, safety and schedule control throughout the bridge construction process have been realized, ensuring the structural stability and durability of the project.

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引用本文

王志浩.葵花形拱桥施工技术与控制要点研究[J].城市道桥与防洪,2026,(9):325-330.

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  • 收稿日期:2026-03-09
  • 最后修改日期:2026-04-18
  • 录用日期:2026-04-21
  • 在线发布日期: 2026-09-13
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