日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
長ほぞ込栓打ち接合部のほぞ寸法が接合部における引き抜き曲げ耐力に及ぼす影響の検討
入江 康隆老藤 慎也
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ジャーナル フリー

2009 年 15 巻 29 号 p. 127-131

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抄録

In order to investigate the most suitable tenon size of the mortise-tenon joint with pin, we carried out the static horizontal loading tests. The main results obtained from these tests and analytical investigations are as follows.
Mortisize-tenon joint thickness of which is 45mm improves the stiffness and strength by about 50% compared with that of using tenon of 30mm thickness. The analytical model shown in Fig. 19 expresses the stiffness and bearing force after yielding point.

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© 2009 日本建築学会
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