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摩擦型高强度螺栓在南京长江二桥中的应用 被引量:5

APPLICATION OF THE FRICTION HIGH STRENGTH BOLTS IN THE SECOND NANJING YANGTZE RIVER BRIDGE
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摘要 结合南京长江二桥钢箱梁节段桥位施工 ,介绍了摩擦型高强度螺栓连接副的作用机理及施工方法 。 The paper introduces the action mechanism and the construction method of the connectors of the friction high strength bolts according to construction of the steel box beams for the 2nd Nanjing Yangtze River Bridge,and analyzes its forced characteristics.
作者 侯天林
出处 《钢结构》 2003年第1期35-36,55,共3页 Steel Construction
关键词 摩擦型高强度螺栓 南京长江二桥 钢箱梁 斜拉桥 应用 high strength bolts friction application
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参考文献2

  • 1JGJ 82-1991.钢结构高强度螺栓连接的设计施工及验收规范[S],1991.
  • 2TBJ 214-1992.铁路钢桥高强度螺栓连接施工规定[S],1992.

同被引文献32

  • 1中华人民共和国国家质量监督检验检疫总局,中国国家标准化管理委员会.GB/T714-2008桥梁用结构钢[S].北京:中国标准出版社,2009.
  • 2中华人民共和国铁道部.TBl0002.2-2005铁路桥梁钢结构设计规范[S].北京:中国铁道出版社,2005.
  • 3李淞泉,万珊珊,史永吉,等.大型公路钢箱梁正交异性桥面板工地接头的研究[C]//第14届全国桥梁学术会议论文集.北京:人民交通出版社,2000:91-99.
  • 4Bruls A. Measurement and interpretation of dynamic loads in bridges (phase 3 ) [R]. Commission of the European Communities, 1990.
  • 5Connor J R. A comparison of the in-service response of an orthotropic steel deck with laboratory studies and design assumptions[D]. Bethlehem: University of Lehigh, 2002.
  • 6Takada Y, Aoki Y. Examination and review of fatigue cracks in orthotropic steel decks in Hanshin Expressway [C/CD]// Proceedings of the 7th Japanese-German Joint Symposium on Steel and Composite Bridges, Osaka: [s. n. ], 2007.
  • 7Tsakopoulos A P, Fisher W J. Fatigue performance and design refinements of steel orthotropic deck panels based on full-scale laboratory tests[J]. Steel Structures, 2005,5 : 211.
  • 8Xiao Z G, Yamada K, Inoue J, et al. Measurement of truck axle weights by instrumenting longitudinal ribs of orthotropic bridge[J]. Journal of Bridge Engineering, 2006, 8 (5) : 526.
  • 9Koichiro Fumoto, Ikuo Yamada, Akira Moriyama. Fatigue design, evaluation and inspection for orthotropic steel decks on long-span bridges[C/OL]. [2012-04-02]. http://www, pwri. go. jp/eng/ujnr/pdf/23/23-2-zfumoto, pdf.
  • 10曾志斌.南京长江二桥钢箱梁关键技术的研究[R].北京:中国铁道科学研究院,2007.

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