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南宁市邕江大桥加固维修设计施工技术
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(中交第一公路勘察设计研究院有限公司 陕西西安 710075)

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许宏元

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TU201.1

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Design and construction technology of Yongjiang Bridge reinforcement and maintenance in Nanning City
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(CCCC First Highway Survey and Design Research Institute Co., LTD., Xi 'an 710075, China)

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    摘要:

    南宁市邕江大桥建于1964年,为中国最早采用闭口薄壁杆件理论设计的一座悬臂式钢筋混凝土薄壁箱型城市桥梁。受当时设计理念的局限及交通量不断增加的影响,该桥设计荷载等级偏低,已不满足目前荷载的使用要求;加上经45年的运营,已出现了多种病害。采用OVM无粘结体外预应力体系进行加固,以减小在加固过程中对原结构的二次损伤。在设计中对齿板在构造上进行合理的优化设计,使齿板的受力处于良好状态;同时在施工方法上进行优化,使新增齿板与原结构连接可靠;在张拉过程中采用"悬浮式"张拉法,从而有效防止张拉过程中对工作夹片的损伤。通过采用上述无粘结体外预应力等主要加固措施,较好地改善了结构受力。

    Abstract:

    Built in 1964, Nanning Bridge is one of the earliest cantilever reinforced concrete thin-walled box urban Bridges in China. Due to the limitation of the design concept at that time and the influence of the increasing traffic volume, the design load grade of the bridge is low and can not meet the requirements of the current load. In addition, after 45 years of operation, various diseases have emerged. OVM unbonded external prestressing system is adopted to reduce the secondary damage to the original structure in the process of reinforcement. In the design, the structure of the tooth plate is optimized to make the force of the tooth plate in a good state. At the same time, the construction method is optimized to make the connection between the new tooth plate and the original structure reliable; In the tensioning process, the "suspension" tensioning method is used to effectively prevent the damage to the working clip during the tensioning process. By adopting the above main strengthening measures such as unbonded external prestressing, the structural force is improved.

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引用本文

Hongyuan Xu, Xu Hou, Yukun Mu, Maolin Fan, Yang Liu, Zhimei, Liu, Yan Lan Design and construction technology of Yongjiang Bridge reinforcement and maintenance in Nanning City. Prestress Technology 2011,15(05):3-34. 10.59238/j. pt.2011.05.001

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  • 在线发布日期: 2023-08-06
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