構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋:論文
皿型高力ボルト1面摩擦接合継手のすべり耐力に関する実験的研究
林 厳郎 宇瀬川 大翔山口 隆司熊野 拓志田中 伸尚
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2025 年 71A 巻 p. 558-570

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This study experimentally investigated the effects of joint specifications and surface treatment methods of countersunk parts on the slip resistance of single-surface frictional joints using countersunk high-strength bolts with a head opening angle of 92◦. The results showed that the slip coefficient of countersunk bolts was higher than that of high-strength hexagonal bolts, and the slip coefficient remained unchanged even when rust-proof painting was applied to the countersunk parts. Additionally, it was found that using enlarged holes improved the slip coefficient by 3% to 7%. Furthermore, there was a tendency for the slip coefficient to decrease and its variation to increase when the slip-to-yield strength ratio was high.

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