構造工学論文集 A
Online ISSN : 1881-820X
鋼構造・橋:論文
ハック高力ワンサイドボルトを用いた摩擦接合継手のすべりおよびすべり後挙動に関する実験的研究
藤原 眞幸山口 隆司原田 篤史吉岡 正澄中野 眞次吉見 正頼
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2022 年 68A 巻 p. 385-398

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Huck High-Strength One-Side Bolt (hereinafter, referred to as “MUTF”) is one of the most-used blind bolts for repaired and strengthened of members in Japanese existing structures. However, there are few examples of studies focused on contact pressure and ultimate limit state in frictional joints with MUTF. In this study, slip and after-slip behavior in the joints were examined by contact pressure tests and tensile tests. As a result, the slip coefficients in the joints with MUTF and thin splice plate are about 0.10 smaller than the others because the contact pressure is higher. Also, the ultimate strengths in the joints which have a shear surface on the bulb sleeve are much more than the designed value.

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