日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
角錐-角筒ソケット接合の圧縮耐力
桑村 仁伊藤 拓海
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ジャーナル フリー

2009 年 74 巻 638 号 p. 731-737

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Compressive strength of a steel hollow pyramid placed onto the open mouth of a steel square tube, which is simply named the steel pyramid-to-tube socket connection, was experimentally investigated. Thirteen specimens were tested with various conditions such as welded or metal-touched between the elements, free or restraint edge of the tube, full-web or open-web of the pyramid, entirely uniform compression or local compression of loading, and normal friction or reduced friction. The ultimate behavior, and consequently, the compressive strength as well as the stiffness of the connection were largely affected by these conditions. The analytical resolution about the effects is not available at present. However, the socket connection with the ordinary condition that the pyramid is welded to the tube and to the lid plate, provides sufficient stiffness and strength for practical use.

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© 2009 日本建築学会
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