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桥梁自调式检修平台的设计与施工 被引量:1

Design and Construction of Bridge Self-Adjusting Maintenance Platform
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摘要 桥梁检修施工中,要求不中断或尽量缩短交通中断时间,以满足交通运输畅通的需要,并且要保证施工质量和工作效率,结合工程特点和要求,迫切需要设计出一种安全、适用、轻便、舒适的自调式检修平台。根据桥梁结构特点,采用型钢形成U形抱箍固定于盖梁,抱箍上连接挂架平台,同时抱箍两角形成钢丝绳连接点,连接钢丝绳,继而逐榀拼接并挂设挂架平台,平台采用型钢焊接与自平衡系统连接成一榀,施工人员利用自锁式安全笼爬梯搭设和到达检修平台。运用MIDAS建模进行受力计算。结果显示:自调式检修平台的强度、刚度、抗风等均符合规范要求,同时实现了梁底全面施工不受桥下环境限制、不影响通航、不中断交通、不占用车道、不造成结构锚固破坏,以及灵活、轻便、可循环重复使用等优点。本设计可以为高速公路或地方道路桥梁检修施工提供理论基础及技术支撑。 In bridge detection and maintenance construction, it is urgent to design a safe, applicable, portable and comfortable self-adjusting maintenance platform to meet the needs of uninterrupted or minimize the traffic interruption time and ensure the construction quality and work efficiency.According to the characteristics of the bridge structure, the U-shaped hoop is formed by the steel to be fixed on the capping beam, and the hoop is connected to the hanger platform. At the same time, the two corners of the hoop form a wire rope connection point, and the wire rope is connected, and then the pylon platform gradually formed splicing. The steel welding and self-balancing system are connected, and the workers use the self-locking safety cage ladder to set up and reach the detection and maintenance platform.The MIDAS finite element software is used to model and calculate it. The results show that the strength, rigidity and wind resistance of the platform meet the requirements, at the same time, the full construction of the beam bottom is not restricted by the environment under the bridge, does not affect navigation, does not interrupt traffic, does not occupy lanes, does not cause structural anchorage damage. And the self-adjusting maintenance platform has the advantages of flexibility,portability, recyclability and reuse. It can provide a theoretical basis and technical support for the detection and maintenance construction of other expressways or local roads and bridges.
作者 王俊新 陈波 田世清 曾小铌 高珍 WANG Jun-xin;CHEN Bo;TIAN Shi-qing;ZENG Xiao-ni;GAO Zhen
出处 《内蒙古公路与运输》 2020年第1期25-30,共6页 Highways & Transportation in Inner Mongolia
关键词 检修平台 自平衡吊架 挂架 有限元分析 detection and maintenance platform self-balancing hangers pylons finite element analysis
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  • 1GB50017-2003.钢结构设计规范[S].[S].,..
  • 2JTGD60-2004.公路桥涵设计通用规范[S].[S].,..
  • 3交通部第一公路工程总公司.公路施工手册[M].北京:人民交通出版社.2000
  • 4李艳哲,冯广胜.桥梁施工大型临时结构设备标准化设计研究[J].桥梁建设,2007,37(A02):18-21. 被引量:9
  • 5GB19115-2003,高处作业吊篮国家标准[S].
  • 6Y. Matsumoto, T. Nishioka, H. Shiojifi, K. Matsuzaki. Dynamic design of footbridges [ J ]. IABSE Proceedings, No. P - 17/78, 1978.
  • 7British Standard 5400, British Standards Institution ( 1978 ). Steel, concrete and composite bridges:Specification for loads[ S].
  • 8盛海军,易继华,吴中鑫,等.倒梯形钢管桁架在旧桥加固中的应用研究[C]//2011年全国危旧桥加固与改造关键技术研讨会论文集,广州,2011.
  • 9白仁秀.对桥梁检修规划相关问题的探讨[J].中小企业管理与科技,2008(34):120-120. 被引量:2
  • 10伍定一,陈浩军.TMD减小人行天桥人致振动的研究[J].特种结构,2009,26(1):94-97. 被引量:12

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