日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
高摩擦係数を有する高力ボルト摩擦接合部の有効断面に関する研究 : その2 複数本ボルト接合部の引張載荷実験と有効断面積の評価
宇野 暢芳竹内 一郎井上 一朗
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ジャーナル フリー

2000 年 65 巻 533 号 p. 183-189

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HF-joint is a high-strength bolted joint using HF-splice plates which have specially worked friction surface and thus enable a very high friction coefficient of over 1.2. The effective sectional area of the net section of connected members with the HF-joint was studied experimentally and the design procedure was shown. First, tensile loading tests were conducted to investigate the force transfer between a member and HF-splice plates by friction near the net section. From these results, the quantity of transferred force was made clear by using a function defined by a ratio of the strength of the gross section to the initial bolt tension. Then equations of the effective sectional area and the maximum strength of the net section were derived. Second, the design procedures in which the transferred force mentioned above was considered were shown for the following two conditions : 1) the gross section is made fully effective in elastic range, 2) no slip is made possible until a required strength is realized.

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© 2000 日本建築学会
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