桥梁结构防落梁与碰撞装置综述

    Review of Devices for Preventing Bridge Structures From Unseating and Pounding Damages

    • 摘要: 由于伸缩缝宽度不足或主梁位移过大等,强震作用下桥梁结构可能产生碰撞,甚至落梁等严重震害.因此,对减小上述震害的防碰撞和防落梁装置,如限位装置、阻尼器和模数式伸缩缝装置等进行了综述,探讨了这些装置优点、不足及应用;介绍和比较了国内外防落梁装置的设计方法;分析和比较了不同国家和地区抗震设计规范中梁端最小支承长度的规定.对我国强震区防落梁、防碰撞装置的应用和发展提出了具体建议.

       

      Abstract: Due to the insufficient width of expansion joints or excessive displacements of the girder, bridges could suffer serious seismic damages, such as unseating and pounding under severe earthquakes. This paper presented a comprehensive overview of various types of unseating and pounding prevention devices, such as restrainers, dampers and modular expansion joints, which reduce the earthquake damages, and a comprehensive discussion was carried out, in terms of merits and defects, design methods, and engineering practice of the unseating and pounding prevention devices. The design methods of unseating prevention devices at home and abroad were introduced and compared. A comparative analysis of the minimum support width in the seismic design codes of different countries and regions was carried out. Some pieces of advice and further development of unseating and pounding prevention devices in the strong earthquake area of China were also given in this paper.

       

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