行车状态下的桥梁支座更换方法研究
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梁玉雄(1985—),男,助教,博士研究生,研究方向为铁路桥梁结构振动、桥梁施工控制及结构优化设计研究。

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U445.7

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江西省教育厅科学技术研究青年项目(GJJ180335)


Research on Method of Replacing Bridge Bearings Under Traffic
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    摘要:

    合理的支座更换方法能确保支座病害突出的桥梁经维护后重新安全运营,若能在行车状态下并在较短的时间内完成支座更换,则能减少更换支座施工期间对交通运行的影响,本文提出一种单墩顶升梁体的更换方法,并以广西省某高速公路内 27 座桥梁行车状态下支座更换施工为例,结合检测和桥梁建养史调查,采用有限元分析取得梁体各位置的现有应力等桥梁服役状态的基础数据,然后对行车状态下不同顶升值下单墩顶升梁体时不同工况进行分析,对比各工况梁体内力和关键控制截面应力后进行优化,得出桥梁在梁体现有应力储备适当的情况下,在行车状态下采用单墩顶升并辅助合理的交通管制,可以在对梁体无损害、交通影响小的情况下完成桥梁支座更换。

    Abstract:

    Reasonable method of replacing bearings can ensure bridges with obvious bearings diseases to be safely used after maintenance. If the bearings can be replaced under traffic in short time,the influence of con- struction on the traffic can be reduced. In this paper,a method of single-pier jacking-up for replacing bearings is studied,and 27 bridges in a highway in Guangxi Province are taken as examples. The bridge's service condi- tion such as the existing stress at the control section of beam is obtained by finite element analysis and the in- spection and investigation of the bridge construction and maintenance history. Then the stress caused by the dif- ferent height of single -pier jacking -up under different traffic conditions is analyzed. The paper optimizes the method by comparing the result of the present stress in key control section. Finally,it draws a conclusion that if the existing stress of the bridge is appropriate,the method of single-pier jacking-up with reasonable traffic con- trol can replace bearings with no harm to the beam and less influence on the traffic.

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梁玉雄,李东毅,傅梅珍.行车状态下的桥梁支座更换方法研究[J].华东交通大学学报,2020,37(1):32-38.

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  • 在线发布日期: 2021-05-11
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