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螺栓孔径与孔型对高强度螺栓摩擦型连接承载能力影响的试验 被引量:12

EXPERIMENT OF EFFECTS OF HOLE DIAMETER AND HOLE TYPE ON BEARING CAPACITY OF HIGH STRENGTH BOLT FRICTIONAL JOINTS
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摘要 针对钢结构工程的高强度螺栓摩擦型连接中,已经出现采用大圆孔或槽型孔的情况,对不同螺栓孔径与孔型的高强度螺栓进行预拉力损失试验和抗滑移试验,以研究分析预拉力以及抗滑移系数随着孔径、孔型变化的规律。 The frictional joints of high strength bolts with oversized holes or slotted holes have been used in domestic construction. The tests of prestressing loss and antislip of high strength bolts with different diameter or hole type of bolt hole have been done. Based on the results, the diameter or hole type depended rule of prestressing of high strength bolts and antislip coefficient have been researched and analyzed, and proposals on design of high strength bolt frictional joints with oversized or slotted hole have been presented.
出处 《钢结构》 2007年第8期30-34,共5页 Steel Construction
关键词 高强度螺栓 预拉力 大圆孔 槽型孔 抗滑移系数 孔型系数 high strength bolt prestressing oversized hole slotted hole antislip coefficient factor of hole type
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参考文献6

  • 1Ronald N Allan, John W Fisher. Bolted Joints with Oversize or Slotted Holes. Journal of the Structural Division , ASCE, 1968, 94(ST9)
  • 2费雪 J W,斯特鲁克 J H A.螺栓和铆钉连接设计准则指南.北京:人民交通出版社,1983
  • 3ANSI/AISC 360-05 Specification for Structural Steel Buildings
  • 4GB50017—2003.钢结构设计规范.[S].,..
  • 5施刚,石永久,王元清,李少甫,陈宏.钢结构端板连接高强度螺栓应变松弛的试验研究[J].施工技术,2003,32(11):15-17. 被引量:18
  • 6Kulak G L. High Strength Bolting for Canadian Engineers:[Ph. D Thesis]. Canadian: Canadian Institute of Steel Construction, 2005

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