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国产自攻螺钉抗钉帽拉穿强度研究 被引量:2

Study on Head Pull-through Strength of Domestic Self-tapping Screws
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摘要 针对自攻螺钉的抗钉帽拉穿强度进行评价,测试了不同直径、不同钉帽形式的国产自攻螺钉在SPF规格材和重组竹中的抗钉帽拉穿强度。试验结果表明:在同种材料上自攻螺钉的抗钉帽拉穿强度取决于钉帽类型和螺钉直径。所有SPF试件均出现钉帽拉穿破坏,重组竹试件个别出现钉帽拉穿破坏,大部分则出现自攻螺钉拉断破坏。自攻螺钉在重组竹中的抗钉帽拉穿强度远大于在SPF规格材中强度。 The head pull-through strength of domestic self-tapping screws(STS)with different diameters and heads in SPF specimens and reconstituted bamboo were investigated in this study.The results showed that the head pull-through strength of the STS depended on the type of the head and the diameter of the STS.The failure mode occurred in all SPF specimens was the head pull-through failure.However,only individual reconstituted bamboo specimens had occurred the damage of head pull-through failure.Most of the failure modes occurred in reconstituted bamboo specimens were the tensile failure of STS.The reconstituted bamboo had higher head pullthrough strength than that of SPF lumber.
作者 殷天啸 桂涛 刘艺肖 王志强 YIN Tian-xiao;GUI Tao;LIU Yi-xiao;WANG Zhi-qiang(College of Materials Science and Engineering,Nanjing Forestry University,Nanjing 210037,China;School of Forestry&Landscape Architecture,Anhui Agricultural University,Hefei 230036,China)
出处 《林产工业》 北大核心 2020年第4期29-32,共4页 China Forest Products Industry
基金 国家自然科学基金项目(31570559)。
关键词 云杉-松-冷杉 规格材 重组竹 自攻螺钉 抗钉帽拉穿强度 SPF Dimension lumber Reconstituted bamboo Self-tapping screws Head pull-through strength
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  • 1俞启灏.试验模态分析法在建筑机械中的应用[J].北京建筑工程学院学报,2001,17(S1). 被引量:1
  • 2Song Xiaobin, Jiang Rui, Zhang Weiping, et al. Com- pressive behaviour of longitudinally cracked wood col- umns retrofitted by self-tapping screws [ C ]. World Conference on Timber Engineering, Auckland, Nao Zealand ,2012.
  • 3Jonsson J. Load carrying capacity of curved glulam beams reinforced with serf-tapping screws [ J ]. Holzals Roh-und Werkstoff,2005,63 : 342-346.
  • 4Echavala C. Bolted timber joints with self-tapping screws [ J ]. Revista EIA, Ntmero, 2007,8,37-47.
  • 5Ellingsbo P, Malo K A. Withdrawal capacity of long self-tapping screws parallel to grain direction [ C ]. World Conference on Timber Engineering, Auckland, Nao Zealand,2012.
  • 6Blass H J,Bejtka I. Reinforcement perpendicular to the grain using self-tapping screws [ C ]. 8th World Confer- ence on Timber Engineering,Lahti,Finland,2004.
  • 7Blass H J, Schmid M. Self-tapping screws as rein- foreement perpendicular to the grain in timber connec- tions [ C ]. International RILEM Symposium, Stuttgart, Germany, 2001.
  • 8Tannert T, Lain F. Self-tapping screws as reinforce- ment for rounded dovetail connections [ J ]. Structural Control and Health Monitoring,2009,16:374-384.
  • 9Echavarria C. Bolted timber joints with self-tapping screws [ J ]. Nfimero 8,2007 : 37-47.
  • 10Bejtka I, Blag H J. Sele-tapping screws as reinforce- ments in connections with dowel-type fasteners [ C ]. International Council for Resarch and Innovation in Building and Construction,2005.

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