期刊文献+

矩形薄壁钢管与混凝土粘结性能研究 被引量:1

The Research on the bonding performance between rectangular steel pipe and concrete
下载PDF
导出
摘要 钢管与混凝土粘结力的存在是两种材料共同工作的基础,直接影响着结构的锚固性能和承载性能等.通过对矩形薄壁钢管与普通混凝土的粘结性能进行试验研究,并结合文献调研结果,发现矩形薄壁钢管与混凝土粘结强度随管壁厚度增大而增大,随保护层厚度和混凝土强度增大而增大,对钢管埋置长度没有影响.本研究结果对结构梁柱节点、柱脚以及剪力墙锚固设计施工有一定的指导意义,此外对需进一步开展的研究进行了展望. The cohesive force between steel tube and concrete is the base of two materials working together.It directly influences the anchorage performance and bearing performance of the structure.Through the experimental study on the bonding performance of rectangular thin-walled steel pipe and ordinary concrete,and combining the research results of literatures.The study shows that:The bonding strength of hollow steel tube and the concrete is enlarged with the thickness of pipe wall,the thickness of the protective layer and the Concrete density,but the embedment length of the steel pipe is not affected.These research results are of certain guiding significance for the design and construction of beam-column joints,column feet and shear wall anchorage.In addition,the further research was prospected.
作者 袁骥 孙晓丹 刘官印 翟云鹏 YUAN Ji;SUN Xiao-dan;LIU Guan-yin;ZHAN Yun-peng(China building technique group CO.,LTD.,Beijing 100013,China;Beijing electric power engineering Co.,LTD.,Beijing 100070,China;CABR foundation engineering CO.,LTD.,Beijing 100013,China)
出处 《吉林建筑大学学报》 2019年第1期5-9,共5页 Journal of Jilin Jianzhu University
基金 中国建筑科学研究院青年基金项目(20161802331030045)
关键词 钢管 混凝土 粘结强度 影响因素 steel tube concrete bonding strength influence factors
  • 相关文献

参考文献3

二级参考文献40

  • 1薛立红,蔡绍怀.钢管混凝土柱组合界面的粘结强度(下)[J].建筑科学,1996,12(4):19-23. 被引量:62
  • 2薛立红,蔡绍怀.钢管混凝土柱组合界面的粘结强度(上)[J].建筑科学,1996,12(3):22-28. 被引量:78
  • 3李红.[D].西安建筑科技大学,1995.
  • 4吕西林,金国芳,吴晓函.钢筋混凝土结构非线性有限元理论及分析[M].上海:同济大学出版社,1997.
  • 5蔡绍怀.现代钢管混凝结构[M].北京:人民交通出版社,2003.
  • 6VIRDI K S, DOWLING P J. Bond Structure in Concrete Filled Steel Tubes [J]. IABSE Proceedings P-33/80[C].1980:125-139.
  • 7MORISHITA Y, TOMII M. Experimental Studies on Bond Strength in Concrete Filled Circular Steel Tubular Columns Subjected to Axial loads [J]. Transactions of Japan Concrete Institute, 1979 (1): 351-358.
  • 8ROEDER C W, CAMERON B, BROWN C B. Composite Action in Concrete Filled Tubes [J]. Journal of Structural Engineering, ASCE, 1999, 125(5): 477-484.
  • 9SHAKIR K H. Pushout Strength of Concrete-Filled Steel Hollow Sections [J]. Structural Engineer, 1993,71(13): 230-243.
  • 10CECS28:90钢管混凝土结构设计与施工规程[S].北京:中国计划出版社,1992.

共引文献49

同被引文献8

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部