期刊文献+

GS-20Mn5V铸钢节点座焊接工艺的研究和实践 被引量:5

The research and practice of the welding process of GS-20Mn5V cast steel node seat
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摘要 本文介绍20Mn5V(DIN17182-1985)铸钢节点座的可焊性,提出了与Q345桁架厚壁管连接的焊接工艺和规范,采用普通E5015(结507)焊接材料,在适当的预热和保温冷却下,执行建筑钢结构焊接技术规程操作,能保证焊接质量。文章可供大型管桁架结构工程现场安装焊接生产时参考。
作者 杨政 沈李强
出处 《现代焊接》 2007年第9期45-46,共2页 MODERN WELDING
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同被引文献26

  • 1龚顺风,何勇,金伟良.海洋平台结构随机动力响应谱疲劳寿命可靠性分析[J].浙江大学学报(工学版),2007,41(1):12-17. 被引量:16
  • 2MA A,SHARP J V.Fatigue design of cast steel nodes in offshore structures based on research data[C]∥Proceedings of the Institution of Civil Engineers,Water Maritime and Energy.London:Telford,1997:112-126.
  • 3HALDIMANN-STURM S C,NUSSBAUMER A.Fatigue design of cast steel nodes in tubular bridge structures[J].International Journal of Fatigue,2008(30):528-537.
  • 4SCHOBER H.Steel castings in architecture and engineering[C]∥Proceedings of the North American Steel Construction Conference.Chicago:Springer,2003:1-23.
  • 5中国工程建设标准化协会.CECS 235:2008 铸钢节点应用技术规程[S].北京:中国计划出版社,2008.
  • 6教育部科技查新工作站.土木工程钢结构中铸钢节点的疲劳问题研究[R].北京:教育部科技查新工作站,2007-164,2008-059.
  • 7NUSSBAUMER A.Defect tolerances of steel castings in bridge structures:project IC 438[R].Zurich,Switzer-land:Swiss Federal Institute of Technology,2005:1-3.
  • 8SCHUMACHER A,STURM S,WALBRIDGE S,et al.Fatigue design of bridges with welded circular hollow sections:project 489E[R].Zurich,Switzerland:Swiss Federal Institute of Technology,2003:1-3.
  • 9NUSSBAUMER A,HALDIMANN-STURM S C,SCHUMACHER A.Fatigue of bridge joints using welded tubes or cast steel node solutions[J].Welding in the World,2006,50(SPEC.ISS):56-63.
  • 10VESELCIC M,HERION S,PUTHLI R.Selection of butt-welded connections for joints between tubulars and cast steel nodes under fatigue loading[J].Welding in the World,2006,50(SPEC.ISS):528-535.

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