公开(公告)号：US5653082A

公开(公告)日：1997-08-05

申请号：US502143

申请日：1995-07-13

申请人： Taizo Shinoda ,  Yutaka Okuda ,  Hisashi Sekimoto ,  Shigeyuki Akimoto ,  Eiji Kokubo ,  Kazuo Nakanishi ,  Tadafumi Asamura ,  Akio Yabuuchi ,  Ippei Matsuo ,  Kiyoshi Hara

发明人： Taizo Shinoda ,  Yutaka Okuda ,  Hisashi Sekimoto ,  Shigeyuki Akimoto ,  Eiji Kokubo ,  Kazuo Nakanishi ,  Tadafumi Asamura ,  Akio Yabuuchi ,  Ippei Matsuo ,  Kiyoshi Hara

IPC分类号： E04B1/16 ,  E04B2/86 ,  G21C13/024 ,  G21C13/093 ,  E04B1/30

CPC分类号： G21C13/093 ,  E04B1/161 ,  G21C13/024 ,  E04B2/8635 ,  E04B2/8647 ,  G21Y2002/302 ,  G21Y2004/301 ,  Y02E30/40

摘要： Disclosed is a concrete-filled steel bearing earthquake resistant wall which shows combined resistance to shearing forces exerted in the surface plane of an earthquake resistant wall. The wall comprises connecting members 1, a pair of surface steel plates 2 and 2' which are arranged in a parallel relationship to each other and secured by the connecting members 1 so that each space between these surface steel plates 2 is filled with the wall unit concrete 7, and wall unit periphery binding steel reinforcements 8 constructed from inverted U-shaped steel bars or similar material and arranged along the peripheral part of the wall unit concrete 7 at predetermined intervals so as to be fixed to said concrete 7. In addition, the slippage preventing members 6 are arranged in a staggered arrangement on the aforementioned surface steel plates 2 and 2'. Finally, belt-shaped steel members 11 are attached to the top of the connecting members 1 which are planted on one side of the surface steel plates 2, and the other surface steel plate members 2' are connected by plug welding to said belt-shaped steel members 11.

摘要翻译： 公开了一种混凝土填充钢轴承抗震墙，其显示了结合抵抗施加在抗震墙表面的剪切力。 该壁包括连接构件1，一对表面钢板2和2'，它们彼此平行地布置并且被连接构件1固定，使得这些表面钢板2之间的每个空间被壁单元 混凝土7和由倒置的U形钢筋或类似材料构成的壁单元周边装订钢筋8，并以预定间隔沿着墙单元混凝土7的周边部分布置，以便固定到所述混凝土7.另外， 防滑构件6在上述表面钢板2和2'上以交错排列布置。 最后，将带状钢构件11安装在连接构件1的顶部上，该连接构件1被种植在表面钢板2的一侧，而另一个表面钢板构件2'通过插塞焊接连接到所述带状 钢构件11。

公开(公告)号：US5638652A

公开(公告)日：1997-06-17

申请号：US502144

申请日：1995-07-13

申请人： Taizo Shinoda ,  Yutaka Okuda ,  Hisashi Sekimoto ,  Shigeyuki Akimoto ,  Eiji Kokubo ,  Kazuo Nakanishi ,  Tadafumi Asamura ,  Akio Yabuuchi ,  Ippei Matsuo ,  Kiyoshi Hara

发明人： Taizo Shinoda ,  Yutaka Okuda ,  Hisashi Sekimoto ,  Shigeyuki Akimoto ,  Eiji Kokubo ,  Kazuo Nakanishi ,  Tadafumi Asamura ,  Akio Yabuuchi ,  Ippei Matsuo ,  Kiyoshi Hara

IPC分类号： E04B1/16 ,  E04B2/86 ,  G21C13/024 ,  G21C13/093 ,  E04B1/30 ,  E04B2/00

CPC分类号： G21C13/093 ,  E04B1/161 ,  G21C13/024 ,  E04B2/8635 ,  E04B2/8647 ,  G21Y2002/302 ,  G21Y2004/301 ,  Y02E30/40

摘要： A concrete-filled steel bearing earthquake resistant wall which has combined resistance to shearing forces exerted in the surface plane thereof has connecting members (1), a pair of surface steel plates (2 and 2') arranged in parallel spaced relationship to each other and secured by the connecting members (1) so that the space between these surface steel plates is filled with the wall unit concrete (7), and wall unit periphery binding steel reinforcements (8) constructed from inverted U-shaped steel bars or similar material and arranged along the peripheral part of the wall unit at predetermined intervals so as to be embedded in the concrete (7). Slippage preventing members (6) are arranged in a staggered arrangement on the aforementioned surface steel plates (2 and 2'). Belt-shaped steel members (11) may be attached to one end of the connecting members (1) which are planted on one side (2a) of one of the surface steel plates (2), and the other surface steel plate member (2') is connected by plug welding (13, 13') to belt-shaped steel members (11).

摘要翻译： 具有结合抵抗施加在其表面上的剪切力的混凝土填充钢轴承抗震墙具有连接构件（1），一对彼此平行间隔设置的表面钢板（2和2'）， 通过连接构件（1）固定，使得这些表面钢板之间的空间填充有壁单元混凝土（7），以及由倒置的U形钢筋或类似材料构成的壁单元周边粘合钢筋（8） 以预定间隔沿着壁单元的周边部分布置，以便嵌入混凝土（7）中。 防滑构件（6）以上述表面钢板（2和2'）上的交错布置布置。 带状钢构件（11）可以附接到连接构件（1）的一端，该连接构件被种植在一个表面钢板（2）的一侧（2a）上，另一个表面钢板构件（2） '）通过插塞焊接（13,13'）连接到带状钢构件（11）。