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加大截面综合法加固提载刚架拱桥分析研究

Analysis and Research of Reinforcing and Increasing Bearing Capacity of Rigid-frame Arch Bridge by Synthesis including Increasing Section Technique

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【作者】 胡钊芳胡玉泉上官兵

【Author】 HU Zhao-fang 1,HU Yu-quan 2,SHANGGUAN Bing 1 (1.Research Institute of Highway Bureau of Jiangxi Province,Jiangxi Nanchang 330002,China; 2.Highway Sub-bureau of Jingdezhen in Jiangxi Province,Jiangxi Jingdezhen 333000,China)

【机构】 江西省公路管理局科研设计所景德镇公路分局江西省公路管理局科研设计所 江西南昌330002江西景德镇333000江西南昌330002

【摘要】 介绍采用加大截面综合法加固提载刚架拱桥的研究方法和过程 .课题项目立项以后 ,项目组立即收集有关资料 ,并结合工程背景桥梁现场勘测结果 ,对刚架拱桥进行了系统的加固技术研究 ,相应地提出了加大截面综合法的加固方案 .经一个月的实施 ,对背景桥进行了有效的加固提载 .经荷载试验检验和确认后 ,完全达到了预期效果 .

【Abstract】 The research method and process about reinforcing and increasing bearing capacity of rigid-frame arch bridge by increasing section technique are introduced.After the project was established,the group of project gathered relevant information and made systematic analysis of reinforcing technology for rigid-frame arch bridge with the on-the-spot result of survey,and accordingly put forward the reinforcing design of synthesis by increasing section.After a month,the design was carried into execution,the bridge has been reinforced and its bearing capacity has been increased effectively.According th the result of experiment,the effect of design is remarkable.

  • 【文献出处】 南昌大学学报(工科版) ,Journal of Nanchang University(Engineering & Technology) , 编辑部邮箱 ,2002年02期
  • 【分类号】U448.2
  • 【被引频次】27
  • 【下载频次】145
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