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
新型ボルト接合により補強した木造軸組工法
田中 淳子手塚 升輿石 直幸加藤 俊行
著者情報
ジャーナル フリー

2011 年 17 巻 35 号 p. 139-144

詳細
抄録

The solution of lacks in strength and rigidity is required of conventional wooden frame construction. Newly developed bolt with drift-pins increases strength of beam with dovetail joint in above construction. By using dovetail joints, we can use almost similar method to conventional frame erection. Pipe substituted for tenon with drift-pins joins column to beam on account of continuous beam type. Newly developed software for CAD and CAM leads to drawing for precut, quality control and boring by machine under the discussion with structural designer. Test results of full sized joints show that above reinforcement gives above construction required strength in structural design.

著者関連情報
© 2011 日本建築学会
前の記事 次の記事
feedback
Top