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体外预应力碳纤维板加固技术研究
引用本文:王振航,徐响华,周青松.体外预应力碳纤维板加固技术研究[J].城市道桥与防洪,2023(8):217-216.
作者姓名:王振航  徐响华  周青松
基金项目:科技创新行动计划(20XD1432400)
摘    要:以义乌市某典型三跨预应力混凝土连续箱梁桥为研究背景,根据桥梁病害情况提出了体外预应力碳纤维板加固方案并针对加固要点进行分析,从施工监控的角度评判了体外预应力碳纤维板加固的效果。结果表明,体外预应力碳纤维板加固可以较好地改善桥梁结构的线形和受力状况,提升桥梁的安全冗余度,能满足加固设计的要求。

关 键 词:预应力碳纤维板  旧桥加固  连续梁桥  施工监控
收稿时间:2022/10/11 0:00:00
修稿时间:2022/10/11 0:00:00

Research on Reinforcement Technology of External Prestressed Carbon Fiber Plates
WANG Zhenhang,XU Xianghu,ZHOU Qingsong.Research on Reinforcement Technology of External Prestressed Carbon Fiber Plates[J].Urban Roads Bridges & Flood Control,2023(8):217-216.
Authors:WANG Zhenhang  XU Xianghu  ZHOU Qingsong
Abstract:Taking a typical three-span prestressed concrete continuous box girder bridge in Yiwu City as the research background, the reinforcement scheme of external prestressed carbon fiber plates is put forward according to the bridge disease, and the reinforcement essentials are analyzed. The reinforcement effect of external prestressed carbon fiber plate is judged from the perspective of construction monitoring. The results show that the reinforcement of external prestressed carbon fiber plates can better improve the alignment and stress condition of the bridge structure, improve the safety redundancy of bridge, and satisfy the requirements of reinforcement design.
Keywords:prestressed carbon fiber plate  old bridge reinforcement  continuous girder bridge  construction monitoring
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