高强度砂浆群钉连接件抗剪承载力试验
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同济大学

中图分类号:

TU312

基金项目:

国家“九七三”重点基础研究发展计划(填写项目编号)


Shear Capacity of Grouped Stud Connector Embedded by High Strength Mortar
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    摘要:

    在混凝土桥面板预留孔浇筑高强度砂浆包裹群钉连接件以实现钢梁与混凝土有效结合.为了得到高强度砂浆包裹的焊钉的剪切强度及分析不同群钉布置形式对抗剪承载力的影响,进行了1组单钉基本力学试验和5组不同群钉布置形式的焊钉力学性能试验.试验结果表明:采用高强度砂浆包裹焊钉的连接方式可靠,焊钉具有较高的抗剪强度, 单钉承载力平均值为197.2 kN.在群钉连接件中不同的焊钉布置方式对承载力有一定影响,总体上随焊钉数量的增多,平均的单钉承载力呈下降趋势,焊钉数量最多的NS25试件,其平均单钉承载力为160kN,为单钉推出试验值的81%.此外,根据多排焊钉的荷载滑移曲线,给出了多排焊钉的荷载滑移关系表达式,与试验结果比较表明,所给表达式的结果与试验结果吻合较好.

    Abstract:

    Using the high strength mortar to pour into the hole prepared in the concrete bridge deck to fulfill the effective connection of steel girder and concrete. The shear bearing capacity of single stud obtained from single row stud push out test and that from multi row stud push out test are different in some degree. In order to test the shearing strength of the studs wrapped by the high strength mortar and compare the influence of group studs layout form on its shear strength, one group of single stud specimen and five groups specimens with different studs layout were carried out. The test results show that the connecting method by wrapping the studs with high strength mortar is reliable, and the shearing strength of the studs is high, and the average capacity of single stud is 197.2 kN. There are some influences on the shearing capacity of different group studs layout form. With the increase of stud row number the average single stud shear capacity is decline. The specimen N25 with the maximum stud numbers has the average single stud shear capacity of 160kN, which is 81% of the capacity of the single stud test. According to the load slip curves of multi row stud, the expression of load slip relation of multi row stud is proposed. Compared to testing results, the expression has a better match with the experimental values.

    参考文献
    聂建国. 钢-混凝土组合梁结构:试验、理论与应用[M].北京:科学出版社,2005.
    Nie Jianguo. Steel-concrete composite structure: experiment, theory and application[M]. Beijing: Science Press,2005.
    黎丁实.后结合预应力钢-混凝土组合曲线连续梁桥受力特性分析[D].同济大学,2014.
    Li Dingshi. Study on mechanical characteristics of post-combined prestressed composite continuous curved beam bridge. Tongji University,2014.
    Viest IM. Investigation of stud shear connectors for composite concrete-steel T-beams. J Am Concr Inst 1956;27(8):875–91.
    An Li, Cederwall Krister. Push-out tests on studs in high strength and normal strength concrete. J Constr Steel Res 1996;36(1):15–29.
    Shim Chang-Su, Lee Pil-Goo, Yoon Tae-Yang. Static behavior of large stud shear connectors. Eng Struct 2004;26:1853–60.
    Lee Pil-Goo, Shim Chang-Su, Chang Sung-Pil. Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridge. J Constr Steel Res 2005;61:1270–85.
    Nguyen Huu Thanh, Kim Seung Eock. Finite element modeling of push-out tests for large stud shear connectors. J Constr Steel Res 2009;65:1909–20.
    Eurocode-4. EN 1994. Design of composite steel and concrete structures. Part 1–1 General rules for buildings. Brussels: CEN-European Committee for Standardisation; 2004.
    中华人民共和国国家质量监督检验检疫总局. GB10433-2002电弧螺柱焊用圆柱头焊钉. 北京:中国标准出版社,2002.
    Lorenc Wojciech, Kubica Ernest. Behavior of composite beams prestressed with external tendons: Experimental study. J Constr Steel Res 2006;62:1353–66.
    Xue Weichen, Ding Min, Wang Hua, Luo Ziwen. Static behavior and theoretical model of stud shear connectors. J Bridge Eng ASCE 2008:623–34.
    Dongyan Xue, Yuqing Liu, Zhen Yu. Static behavior of multi-stud shear connectors for steel-concrete composite bridge. Journal of Constructional Steel Research 2012:74:1–7
    AASHTO LRFD. Bridge design specifications. 3 rd ed. Washington, D.C: American association of state highway and transportation officials; 2004.
    中华人民共和国建设部. GB50017-2003钢结构设计规范. 北京:中国计划出版社,2003.
    Ministry of construction of china. GB50017-2003. Code for design of steel structures. Beijing: China planning press; 2003.
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苏庆田,李雨.高强度砂浆群钉连接件抗剪承载力试验[J].同济大学学报(自然科学版),2015,43(5):0699~0705

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  • 收稿日期:2014-05-19
  • 最后修改日期:2014-07-08
  • 录用日期:2014-12-01
  • 在线发布日期: 2015-05-29
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