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Volume 39 Issue 12
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2009  >  39(12): 102-104
Tong Yue-sheng, Tong Shen-jia. CALCULATION METHOD OF FLEXURAL SECOND-ORDER EFFECT FOR RC ECCENTRICALLY COMPRESSED MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 53-57,88. doi: 10.13204/j.gyjz201210013
Citation: Song Mingzhi, Xu Juehui, LüHenglin, Wang Yong. EXPERIMENTAL STUDY ON ANTI-SLIDING COEFFICIENT OF FRICTION TYPE HIGH-STRENGTH BOLT CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 102-104. doi: 10.13204/j.gyjz200912025
shu

EXPERIMENTAL STUDY ON ANTI-SLIDING COEFFICIENT OF FRICTION TYPE HIGH-STRENGTH BOLT CONNECTORS

doi: 10.13204/j.gyjz200912025
  • 1.

    1. College of Civil Engineering,Huaihai Institute of Technology,Lianyungang 222005,China;

  • 2.

    2. National Space Frame and Steel Structures Quality Supervision and Inspection Center,Xuzhou 221006,China;

  • 3.

    3. School of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou 221116,China

  • Received Date: 2009-07-10
  • Publish Date: 2009-12-20
    Abstract
  • Anti-sliding coefficient is an important index which has important significance for ensuring connection reliability of steel structure.However,many factors can effect on it.Therefore,friction-typed high-strength bolt connection anti-sliding coefficient was studied on the side of shot peening mode,resting period and pretension controlling method with 5 series specimens(25 sets).Some conclusions were drawed by experiments.Firstly,front shot peening mode was better than conventional mode in increasing anti-sliding coefficient.Secondly,anti-sliding coefficient could be increased by means of prolonging resting period of piece.Lastly,method of pretension controlling by strain gage had higher reliability than using axial-force meter in determining anti-sliding coefficient.
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    • References(7)
  • JGJ 8291钢结构高强度螺栓连接的设计、施工及验收规程[S].
    [2] GB502052001钢结构工程施工质量验收规范[S].
    [3] 江文琳,梅燕.钢结构高强度螺栓连接面抗滑移系数试验[J].工业建筑,2005,35(增刊):414-416.
    [4] 解伟,忽惠卿,刘振波.摩擦型高强度螺栓连接可靠度的研究[J].华北水利水电学院学报,2004,25(3):23-25.
    [5] 李启才,顾强.抗滑移系数对框架中钢梁高强度螺栓拼接性能的影响研究[J].西安科技大学学报,2007,27(1):43-46.
    [6] 郝健民,耿刚强,张智龙.电弧喷涂铝对高强度螺栓摩擦型连接面抗滑移系数的影响[J].长安大学学报,2003,23(4):85-87.
    [7] 康杰,张洪明,文宏光.用力传感器测量摩擦型高强螺栓的抗滑移系数[J].昆明理工大学学报,2008,33(3):69-73.
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