The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.
The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.
Patent No.:
Date of Patent:
Jul. 18, 2023
Filed:
Apr. 28, 2022
The University of Tokyo, Tokyo, JP;
Masaomi Teshigawara, Tokyo, JP;
Yoshio Inoue, Tokyo, JP;
Sanko Techono Co., Ltd., Chiba, JP;
Kse Network Co., Ltd., Tokyo, JP;
Ohmoto Gumi Co., Ltd., Okayama, JP;
Ssd Corporation, Chiba, JP;
Marukawa Associates Architects and Engineers, Okayama, JP;
Hitoshi Shiohara, Tokyo, JP;
Masaomi Teshigawara, Tokyo, JP;
Yoshio Inoue, Tokyo, JP;
Takashi Sato, Chiba, JP;
Yasue Yagisawa, Chiba, JP;
Kenji Yokota, Tokyo, JP;
Syunichiro Shishido, Chiba, JP;
Koji Oka, Okayama, JP;
Masaki Yamaguchi, Okayama, JP;
THE UNIVERSITY OF TOKYO, Tokyo, JP;
Other;
SANKO TECHONO CO., LTD., Chiba, JP;
KSE NETWORK CO., LTD., Tokyo, JP;
OHMOTO GUMI CO., LTD., Okayama, JP;
SSD CORPORATION, Chiba, JP;
MARUKAWA ASSOCIATES ARCHITECTS AND ENGINEERS, Okayama, JP;
Abstract
In between a shear wall of a reinforced concrete structure disposed in a column and beam frame of a reinforced concrete structure and the frame, transmission capability of a shear force between is enhanced from a stage which a relative deformation occurs among between the frame and the shear wall. Plate is disposed between an inner peripheral surface of a frame and an outer peripheral surface of a shear wall, integrated with any one of the frame and the shear wall, and continuous in a longitudinal direction and in a height direction of the shear wall and penetrate the plate in a thickness direction. The anchors are dispersedly in the longitudinal direction and in the height direction of the shear wall.