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公开(公告)号：US11702836B2
公开(公告)日：2023-07-18
申请号：US17731739
申请日：2022-04-28
申请人： THE UNIVERSITY OF TOKYO , Masaomi Teshigawara , Yoshio Inoue , SANKO TECHONO CO., LTD. , KSE network Co., Ltd. , OHMOTO GUMI Co., Ltd. , ssd Corporation , Marukawa Associates Architects and Engineers
发明人： Hitoshi Shiohara , Masaomi Teshigawara , Yoshio Inoue , Takashi Sato , Yasue Yagisawa , Kenji Yokota , Syunichiro Shishido , Koji Oka , Masaki Yamaguchi
CPC分类号： E04B1/4157 , E04B1/20 , E04B2/84
摘要： 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.
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公开(公告)号：US20230003013A1
公开(公告)日：2023-01-05
申请号：US17731739
申请日：2022-04-28
申请人： Masaomi TESHIGAWARA , Yoshio INOUE , THE UNIVERSITY OF TOKYO , SANKO TECHONO CO., LTD. , KSE network Co., Ltd. , OHMOTO GUMI Co., Ltd. , ssd Corporation , Marukawa Associates Architects and Engineers
发明人： Hitoshi SHIOHARA , Masaomi TESHIGAWARA , Yoshio INOUE , Takashi SATO , Yasue YAGISAWA , Kenji YOKOTA , Syunichiro SHISHIDO , Koji OKA , Masaki YAMAGUCHI
摘要： 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.
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