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1. 发明专利

JP2012052356A Structure for joining steel column and steel beam together 有权
标题翻译：钢结构钢和钢梁的结构
公开(公告)号：JP2012052356A
公开(公告)日：2012-03-15
申请号：JP2010196116
申请日：2010-09-01
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI , TANAKA HIROSHI , OZAKI FUMINOBU
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure for joining a steel column and a steel beam together, which is not structurally equipped with a diaphragm and which employs a form making a one-side joint device resist to shear.SOLUTION: In a structure for joining a steel column and a steel beam together, an attachment plate parallel to a beam axis direction of a beam joint fitting 11 and parallel to a column-side beam axis direction in a plan view abuts on an outer surface of a lateral plate 12 parallel to the beam axis direction of the steel column 1; and the column-side lateral plate 12 and a beam-side attachment plate are joined together by a one-side joint device penetrating perpendicularly to them. The beam joint fitting 11 employs a form equipped with a planar square cylinder-shaped portion 4 for being fitted into the steel column, a form equipped with a planar U-shaped portion and a beam bracket 8, a form equipped with a planar L-shaped portion and the beam bracket, or the like.
摘要翻译：要解决的问题：提供一种用于将钢柱和钢梁连接在一起的结构，该结构不是结构上安装有隔膜，并且采用形成一侧接头装置的形式抵抗剪切。解决方案：在用于将钢柱和钢梁连接在一起的结构中，平行于梁接头配件11的平行于梁接头配件11的平行于柱侧梁轴线方向的安装板邻接于与钢柱1的梁轴方向平行的侧板12的外表面; 并且柱侧侧板12和梁侧安装板通过垂直于它们的一侧接头装置连接在一起。梁接头配件11采用配备有平面方形圆筒形部分4以装配到钢柱中的形式，配备有平面U形部分和梁架8的形式，配备有平面L- 形状部分和梁支架等。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012127063A Load bearing wall joint structure and building 审中-公开
标题翻译：负载轴承结构和建筑
公开(公告)号：JP2012127063A
公开(公告)日：2012-07-05
申请号：JP2010277343
申请日：2010-12-13
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI , TANAKA HIROSHI , OZAKI FUMINOBU
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a load bearing wall effective in incorporating the load bearing wall into a framework.SOLUTION: Frame materials 40(41) on the outer peripheral side of a load bearing wall 23 have an embossed part 44 having an embossed protrusion 46 projecting to the outside of the side to be joined in the frame materials and a recess on the rear face of the protrusion 46, and a joining hardware 50 is engaged with the embossed part 44 and through the joining hardware 50, the load bearing wall and frameworks such as columns and beams are joined. The frame materials 40(41) on the outer peripheral side of the load bearing wall 23 have the embossed part 44 having the embossed protrusion 46 projecting to the outside of the side to be joined in the frame materials and the recess on the rear face of the protrusion 46, and the joining hardware 50 is engaged with the embossed part 44 and through the joining hardware 50, the load bearing wall and a concrete foundation are joined.
摘要翻译：要解决的问题：提供有效地将承载壁结合到框架中的承重壁的接合结构。解决方案：承载壁23的外周侧上的框架材料40（41）具有压花部分44，该压纹部分44具有突出到框架材料中待接合侧的外侧的压花突出部46，突起46的后表面和接合硬件50与压纹部分44接合并且通过连接硬件50，承载壁和诸如柱和梁的框架连接。承载壁23的外周侧的框架材料40（41）具有压花部分44，该压花部分44具有突出到框架材料中待接合侧面的外侧的压花突起46和背面的凹部突起46和连接五金件50与压纹部分44接合，并且通过连接五金件50连接承重壁和混凝土基座。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2012122276A Damping structure and building 审中-公开
标题翻译：阻尼结构与建筑
公开(公告)号：JP2012122276A
公开(公告)日：2012-06-28
申请号：JP2010274739
申请日：2010-12-09
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： OZAKI FUMINOBU , KAWAI YOSHIMICHI
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a damping structure and a building, which substantially enhances energy absorption performance for horizontal force acting on a building, with reduced component costs.SOLUTION: With increasing horizontal force acting on a building, a damper part 23 of a joint metal 2 yields to start absorbing energy by the damper 23, in the first place. With further increasing horizontal force, a bearing wall 1 yields to start absorbing energy by the bearing wall 1. Consequently, an energy absorbing effect of the bearing wall 1 can be further produced without spoiling an energy absorbing effect of the joint metal 2, so that energy absorption performance is substantially enhanced. In addition to the yield of the joint metal 2, the yield of the bearing wall 1 allows the component section and material strength of the bearing wall 1 to be properly reduced compared to the bearing wall 1 to be maintained in an elastic state, resulting in reducing component costs.
摘要翻译：要解决的问题：提供一种阻尼结构和建筑物，其大大增强了作用在建筑物上的水平力的能量吸收性能，同时降低了部件成本。解决方案：随着作用在建筑物上的水平力的增加，接头金属2的阻尼器部分23首先产生阻尼器23开始吸收能量。随着水平力的进一步增加，轴承壁1产生轴承壁1开始吸收能量。因此，可以进一步制造轴承壁1的能量吸收效果，而不破坏接头金属2的能量吸收作用，使得能量吸收性能显着提高。除了接头金属2的屈服之外，轴承壁1的产量允许轴承壁1的部件截面和材料强度相对于承载壁1适当地减小以保持在弹性状态，导致降低组件成本。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2011058258A Building seismic control damper and building structure 审中-公开
标题翻译：建筑地震控制阻尼器和建筑结构
公开(公告)号：JP2011058258A
公开(公告)日：2011-03-24
申请号：JP2009209197
申请日：2009-09-10
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： OZAKI FUMINOBU , KAWAI YOSHIMICHI
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a building seismic control damper capable of being inexpensively manufactured, capable of being easily welded, and capable of enhancing energy absorption performance, crack formation resistance, crack widening resistance, and fatigue characteristics; and to provide a building structure.
SOLUTION: A steel plate, the yield strength of which is set at 430 N/mm
2 or more and in which the product of the yield strength and elongation is set at 130 N/mm
2 or more, is used as a steel plate for a shear panel damper. Thus, since the amount of energy absorption per unit volume of the shear panel damper can be set larger than in the case of conventional ultra-low yield strength steel and high yield strength steel, the energy absorption performance can be enhanced. Furthermore, TRIP steel having a self-damage suppressing function is used as the steel plate, so that the crack formation resistance, the crack widening resistance, weldability and the fatigue characteristics can also be enhanced.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供能够廉价制造的能够容易地焊接并且能够增强能量吸收性能，抗裂纹形成性，抗裂纹扩展性和疲劳特性的建筑物地震控制阻尼器; 并提供建筑结构。解决方案：屈服强度设定在430N / mm 2 / SP以上的钢板，屈服强度和伸长率的乘积设定为130N / mm 2， SP> 2 以上，用作剪切板阻尼器的钢板。因此，由于剪切板阻尼器的每单位体积的能量吸收量可以设定为比常规的超低屈服强度钢和高屈服强度钢的情况下的能量吸收量更大，因此能够提高能量吸收性能。此外，使用具有自损伤抑制功能的TRIP钢作为钢板，从而也可以提高抗裂纹形成性，抗裂纹扩大性，焊接性和疲劳特性。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2010216611A Seismic response control metallic plate 审中-公开
标题翻译：地震反应控制金属板
公开(公告)号：JP2010216611A
公开(公告)日：2010-09-30
申请号：JP2009066184
申请日：2009-03-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI , OZAKI FUMINOBU
IPC分类号： F16F15/02 , E04H9/02 , F16F7/12
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control metallic plate composed of a constitution arrangeable in a very narrow clearance, and applicable even to various places of a building structure.
SOLUTION: This seismic response control metallic plate 1 is joined between a pair of object members, and exhibits energy absorbing performance corresponding to relative displacement between the object members. A first joining part 46 joined to one object member and a second joining part 47 joined to the other object member are respectively mutually assigned to one metallic plate 41 in substantially parallel in a belt shape along the relative displacement direction A, and a damping part 48 for restraining an increase in yield strength after yielding, is formed between the first joining part 46 and the second joining part 47.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种由能够以非常窄的间隙排列的结构构成的地震响应控制金属板，并且甚至可应用于建筑结构的各个地方。解决方案：该地震响应控制金属板1连接在一对物体之间，具有与物体之间的相对位移对应的能量吸收性能。接合到一个物体构件的第一接合部分46和连接到另一个物体构件的第二接合部分47分别相互分配为沿着相对位移方向A以带状大致平行的一个金属板41，并且阻尼部分48 在第一接合部分46和第二接合部分47之间形成用于抑制屈服强度增加的限制。（C）2010年，JPO＆INPIT

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