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大跨度双向钢-混凝土井字组合梁的应用

APPLICATION OF LONG-SPAN BIDIRECTIONAL STEEL-CONCRETE SHAPE COMPOSITE BEAM
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摘要 通过大跨度双向钢-混凝土井字组合梁的实际工程应用,结合设计与施工过程应力跟踪检测结果分析,消除了结构设计人员对钢-混凝土组合结构中的支座半刚性节点受力状态的顾虑;同时通过同类结构的方案比选,验证大跨度双向钢-混凝土井字组合梁结构为可持续发展的低碳绿色结构,值得推广应用。 The stress state of the semi rigid nodes at supports in the steel concrete composite structure is a big issue for the structural designers. The objective of the present investigation is to solve this problem through monitoring and analyzing the stress state during design and construction period for a practical engineering project with a long-span bidirectional steel-concrete shape composite beam. Through the comparison of different structural schemes for the same structure, it is proved that the long-span bidirectional steel concrete shape composite beam structure is a kind of low-carbon green structure which is suitable for sustainable development.
出处 《钢结构》 2014年第12期44-47,共4页 Steel Construction
关键词 大跨度 双向钢-混凝土组合梁 半刚性节点 低碳结构 long-span bidirectional steel concrete composite beam semi-rigid nodes low carbon structure
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参考文献3

  • 1GB50017—2003.钢结构设计规范[S].北京:中国计划出版社,2002.
  • 2GB/T50378—2006.绿色建筑评价标准[S].
  • 3GB50010—2002.混凝土结构设计规范[S].[S].,..

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