著者

松井 英治 最上 公彦 木村 衛

出版者

社団法人 日本鋼構造協会

雑誌

鋼構造論文集 (ISSN:18809928)

巻号頁・発行日

vol.1, no.3, pp.115-127, 1994-09-30 (Released:2010-06-28)

参考文献数

6

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A Cable-Reinforced Membrane Structures with Glulam Arches was constructed as the Hakuryu Dome in Daiwa-cho, Hiroshima Prefecture. This structure was realized by solving the following three issues.(1)Establisliment of methods of Cablenet design and construction(2)Development of Membrane joint detail which hides joint lines to show the roof as one Membrane(3)Establishment of design formula and construction method of Glued Laminated Timber joint, the Big Finger Joint, which doesn't use steel connections.This report describes the proposed design methods and the erection of the Hakuryu Dome.

著者

奥山 隆 小野 徹郎 井戸田 秀樹 趙 衍剛 木村 衛 岡村 潔 佐橋 睦雄

出版者

日本建築学会

雑誌

学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造 (ISSN:13414453)

巻号頁・発行日

vol.1998, pp.969-970, 1998-07-30

著者

木村 衛 楠 寿博 太田 道彦

出版者

日本建築学会

雑誌

日本建築学会構造系論文集 (ISSN:13404202)

巻号頁・発行日

vol.61, no.480, pp.133-140, 1996-02-28 (Released:2017-01-31)

参考文献数

17

被引用文献数

1 1

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Glulam specimens with a large section were tested to find the effect of the processing accuracy of joints on the strength of bonded joints experimentally, furthermore bending tests were carried out with the full scale glulam specimens in order to investigate the bending strength of bonded joints. As a result, the following conclusions were obtained. Bending strength of the bonded joint is substantially subject to the processing accuracy of the joint part, and full strength connection of glulam with a large section will be feasible by big finger joint or scarf joint made under sufficient accuracy control.

著者

岡村 潔 犬飼 伴幸 小野 徹郎 木村 衛 曽我 裕 趙 衍剛

出版者

日本建築学会

雑誌

学術講演梗概集. B-1, 構造I, 荷重・信頼性,応用力学・構造解析,基礎構造,シェル・立体構造・膜構造 (ISSN:13414453)

巻号頁・発行日

no.1998, pp.971-972, 1998-07-30