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施工技术

预应力混凝土T形刚构箱梁桥加固方案比选

  • 周东蕾 ,
  • 曹正喜 ,
  • 焦伟
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  • 1. 杭州市城市基础设施开发总公司2. 中铁隧道集团科研所
周东蕾(1971-)|女|1997年毕业于浙江大学管理工程专业|学士学位|工程师|现从事工程管理工作。

收稿日期: 2006-03-24

  修回日期: 2006-08-02

  网络出版日期: 2010-04-16

Selection of Reinforcement Options for Prestressed
Concrete Ttype Rigid Frame Box Girder Bridges

  • ZHOU Dong-Lei ,
  • CAO Zheng-Chi ,
  • JIAO Wei
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  • 1. Urban Infrastructure Development Corporation of Hangzhou City,2. Scientific Research Institute of China Railway Tunnel Group

Received date: 2006-03-24

  Revised date: 2006-08-02

  Online published: 2010-04-16

摘要

以某预应力混凝土T型刚构箱梁桥为背景,对采用不同加固方案的优缺点进行比选,最后从技术可行性和经济角度推荐采用碳纤维CFRP加固方案。并给出了加固的具体实施方案和要点。其研究成果可为相关桥梁的维修加固施工和设计提供参考。

本文引用格式

周东蕾 , 曹正喜 , 焦伟 . 预应力混凝土T形刚构箱梁桥加固方案比选[J]. 隧道建设, 2006 , 26(5) : 85 -87 . DOI: B

Abstract

On basis of a prestressed concrete Ttype rigid frame box girder bridge, the paper compares the advantages and disadvantages of different reinforcement options. From the viewpoint of technical feasibility and economic efficiency, the paper recommends that the option of CFRP reinforcement should be adopted. The paper also provides a general description and key points of the CFRP reinforcement option, which article canprovide reference for the design and construction of the reinforcement of similar bridges in the future.

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