专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2007023703A Joining structure of steel frame member, joining method used for the same and steel framed building 审中-公开
标题翻译：钢框架构件的接合结构，用于该框架构件的接合方法
公开(公告)号：JP2007023703A
公开(公告)日：2007-02-01
申请号：JP2005210810
申请日：2005-07-21
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Kobe Steel Ltd , Nippon Steel Corp , Nisshin Steel Co Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 新日本製鐵株式会社 , 日新製鋼株式会社 , 株式会社神戸製鋼所
发明人： KAWAI YOSHIMICHI , KARATSU TOSHIICHI , OWADA SATORU , SHIMIZU HIDEO , WATANABE TSUTOMU
IPC分类号： E04B1/58 , E04B1/24 , F16B1/02 , F16B25/10
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of steel frame members, and a joining method used for the same.
SOLUTION: The joining structure of the steel frame members is used at a joining part of a column and a beam, a joining part of the column and a column or the beam and a beam or a joining part of the beam and a small beam or the like of the steel frame member. At least one member to be joined has a plate thickness of 2.3 mm or more in two members to be joined which are overlapped and joined, and a hole is formed by a drill blade of a drill screw 1, and the other member which is tapped by a screw part of the drill screw and is overlapped on the one member and the drill screw are fixed by pressure so as to be an integrated joining part.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供钢框架构件的接合结构以及用于其的接合方法。钢框架构件的接合结构用于柱和梁的接合部分，柱的接合部分和柱或梁，梁的梁或接合部分和钢框架构件的小梁等。待接合的至少一个构件在两个重叠接合的构件中具有2.3mm或更大的板厚度，并且由钻头螺钉1的钻刀形成孔，而另一个被敲击的构件通过钻螺丝的螺钉部分重叠在一个构件上，并且钻螺钉通过压力固定成一体的接合部分。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2012072604A Reinforcing panel and reinforcing structure 有权
标题翻译：增强板和加固结构
公开(公告)号：JP2012072604A
公开(公告)日：2012-04-12
申请号：JP2010218521
申请日：2010-09-29
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TANAKA HIROSHI , KAWAI YOSHIMICHI , KAWAKAMI HIROAKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing panel and a reinforcing structure capable of reducing a thickness dimension after construction and improving workability.SOLUTION: A vertical frame material 2 having an opening on the outdoor side is provided to configure a wall panel 1, a fixing surface part is fixed to a column 11 with a machine screw 8 fastened through the opening, and thus the thickness dimension of the wall panel 1 including the vertical frame material 2 is reduced and the thickness dimension of an outer wall 10 after construction is reduced. Further, workability in the earthquake strengthening construction of an existing building is improved since the wall panel 1 interposed between the columns 11 from the outdoor side is attached only by fixing work from the outdoor side, and a construction cost is reduced since it is not needed to destroy an interior material 14 on the indoor side.
摘要翻译：解决的问题：提供一种能够在施工后减小厚度尺寸并提高加工性的加强板和加强结构。解决方案：设置在室外具有开口的垂直框架材料2以构成墙板1，固定表面部分通过通过开口紧固的机器螺钉8固定到柱11，因此厚度包括垂直框架材料2的墙板1的尺寸减小，并且施工结束后的外壁10的厚度尺寸减小。另外，现有建筑物的地震加固结构的可操作性得到改善，因为仅通过从室外侧的固定工作而将从室外侧插入在列11之间的壁板1被安装，因此不需要施工成本以破坏室内的内部材料14。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011058288A Connection structure and building 有权
标题翻译：连接结构与建筑
公开(公告)号：JP2011058288A
公开(公告)日：2011-03-24
申请号：JP2009210179
申请日：2009-09-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a connection structure which simplifies connection work of a connecting portion and prevents the deformation thereof to improve its frame rigidity, and to provide a building. SOLUTION: A fitting rib 22 is fitted in a rib 16 while covering the projection 17 of the rib 16, and is engaged with a washer 3 inserted into the recess 18 of the rib 16 from the opposite side, and fastening the rib 16 and fitting rib 22 with a fastener 4 through the washer 3 so as to firmly connect the rib 16, fitting rib 22 and washer 3 together. This eliminates the formation of a gap between the rib 16 and fitting rib 22, and also eliminates the deviation between them to prevent the deformation of the connecting portion, with the improved initial rigidity of a frame comprising a shape steel 1 and a joint metal 2. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种简化连接部分的连接工作并防止其变形以提高其框架刚度并提供建筑物的连接结构。解决方案：装配肋22在覆盖肋16的突起17的同时被装配在肋16中，并且与从相对侧插入到肋16的凹部18中的垫圈3接合，并且将肋 16和配合肋22与紧固件4通过垫圈3，以便将肋16，配合肋22和垫圈3牢固地连接在一起。这消除了肋16和配合肋22之间的间隙的形成，并且还消除了它们之间的偏差，以防止连接部的变形，由此，包括形状钢1和接合金属2的框架的初始刚度提高版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2008150907A Joint structure of steel structure building 有权
标题翻译：钢结构建筑联合结构
公开(公告)号：JP2008150907A
公开(公告)日：2008-07-03
申请号：JP2006341768
申请日：2006-12-19
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TANAKA HIROSHI , KAWAI YOSHIMICHI
IPC分类号： E04B1/58 , E04B1/24 , E04B1/38 , E04B1/61
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a steel structure building, which enables the stress of both a compressive force and a tensile force to be sufficiently transferred between vertical frame materials on upper and lower floors, and between a foundation and the vertical frame material on the upper floor, which can adapt to the possession of high strength, and which can be easily constructed by virtue of a simple structure.
SOLUTION: This joint structure uses a joint metal 2 composed of a steel plate in which a plurality of holes 21 for a fastener member attached to the vertical frame material 11 is made. The vertical frame material 11 has two channel members 112 and 113, the channel portion bottom surfaces 112b and 113b of which abut on each other. The joint metal 2 is vertically arranged in such a manner that the central axis of the hole 21 is orthogonal to the bottom surfaces 112b and 113b of the channel members 112 and 113, and fixed to the bottom surfaces 112b and 113b.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构建筑物的接合结构，其能够使压缩力和拉力两者的应力在上层和下层之间的竖框架材料之间和基础之间充分转移以及上层的垂直框架材料，可以适应高强度，可以通过简单的结构轻松构造。解决方案：该接头结构使用由钢板构成的接头金属2，其中制成用于连接到垂直框架材料11的紧固件的多个孔21。垂直框架材料11具有两个通道构件112和113，其通道部分底面112b和113b彼此抵靠。接头金属2以孔21的中心轴线与通道构件112,113的底面112b，113b正交的方式垂直配置，并固定在底面112b，113b上。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2007303269A Wall panel 有权
标题翻译：墙面板
公开(公告)号：JP2007303269A
公开(公告)日：2007-11-22
申请号：JP2007099537
申请日：2007-04-05
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TANAKA HIROSHI , KAWAI YOSHIMICHI
IPC分类号： E04B2/56 , E04C2/38
CPC分类号： E04C2/384 , E04C2/322
摘要： PROBLEM TO BE SOLVED: To provide a wall panel simply formed, manufacturable at low cost, and having good deforming performance.
SOLUTION: In this wall panel, a surface material is screwed to one surface of a frame body 2 having vertical frame materials 5, 6 and lateral frame materials 3 formed of a lightweight shaped steel sheet 7. The surface material formed of a corrugated sheet 9 is fixed with screws. A reinforcement rail is not installed on the inside of the frame body 2. The folding pleats of the corrugated sheet 9 are so disposed as to cross perpendicular to the vertical frame materials 3. The corrugated plate 9 is screwed to each vertical frame material 3 at both ends in the longitudinal direction of the lower flange.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供简单的成型，低成本制造并且具有良好的变形性能的壁板。解决方案：在该壁板中，将表面材料拧到具有垂直框架材料5,6的框架体2和由轻质成形钢板7形成的侧框架材料3的一个表面上。表面材料由波纹板9用螺钉固定。在框架体2的内侧不设有加强筋。波纹片9的折叠褶设置为垂直于垂直框架材料3交叉。波纹板9与每个垂直框架材料3螺纹连接在一起两端在下凸缘的纵向上。版权所有（C）2008，JPO＆INPIT

6. 发明专利

JP2007239960A Joining structure and joining method of steel material, and building of frame construction 审中-公开
标题翻译：钢材材料加工结构与加工方法及建筑施工
公开(公告)号：JP2007239960A
公开(公告)日：2007-09-20
申请号：JP2006066611
申请日：2006-03-10
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI , AZUMA SEIZABURO
IPC分类号： F16B5/02 , E04B1/24 , E04B1/58 , F16B25/10
摘要： PROBLEM TO BE SOLVED: To provide a joining structure and joining method of a steel material, and a building of a steel construction capable of improving construction efficiency in joining by a drill screw.
SOLUTION: The joining structure of the steel material for joining a superposed part of the mutual steel materials by using the drill screw, includes a tip hole 13 formed on the steel material 11 which is positioned on a head part side of the drill screw 1 and is joined. An outer diameter of the tip hole 13 is larger than that of a screw shaft part of the drill screw, and includes a large diameter hole 13a to which a drill screw top part 5 is fitted, and a small diameter hole 13f connected to the large diameter hole 13a. The small diameter hole 13f is formed to be smaller than a screw part outer diameter dimension of the drill screw 1, and includes a female screw hole provided and joined by the drill screw 1. The joining method of the steel material joins the steel materials 11, 12 while discharging chips chipped by the drill screw 1 from the large diameter hole 13a to an outside of the steel material 11 by the drill screw 1 to form the joining structure. The building of the steel construction is provided with the joining structure.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供钢材的接合结构和接合方法，以及能够提高通过钻螺杆的接合的施工效率的钢结构的建筑物。解决方案：通过使用钻螺丝将用于连接相互重叠的材料的重叠部分的钢材的接合结构包括形成在钢材11上的尖端孔13，其位于钻头的头部侧螺丝1并连接。前端孔13的外径大于钻螺杆的螺杆轴部分的外径，并且包括安装有钻头螺钉顶部5的大直径孔13a和连接到大螺钉的小直径孔13f 直径孔13a。小直径孔13f形成为小于钻螺丝钉1的螺纹部外径尺寸，并且包括由钻螺杆1设置并连接的内螺纹孔。钢材的接合方法将钢材11 ，12，通过钻螺杆1将由钻螺杆1切屑的切屑从大直径孔13a排出到钢材11的外侧，形成接合结构。钢结构的建筑设有接合结构。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2007186857A Building constructed by framework wall construction method 有权
标题翻译：框架结构方法建造的建筑
公开(公告)号：JP2007186857A
公开(公告)日：2007-07-26
申请号：JP2006003900
申请日：2006-01-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： HANYA KOJI , KAWAI YOSHIMICHI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a building constructed by a framework wall construction method, which can be economically designed by reducing an imbalance between horizontal forces borne by bearing walls with different length dimensions.
SOLUTION: A borne-horizontal-force adjusting means is composed of an anchor bolt (joint member) 5 at the lower end of the long bearing wall 10A having yield shear strength set lower than that of the short bearing wall 10B, the lower end of the long upper-floor bearing wall 10A having yield shear strength set lower than that of the lower-floor bearing wall, and the lower end of the long bearing wall 10A having yield strength set lower than that of the anchor bolt (joint member) 5 at the lower end of the short bearing wall 10B. An increase in the horizontal force borne by the long bearing wall 10A can be suppressed by the borne-horizontal-force adjusting means. Thus, the imbalance between the horizontal forces borne by the bearing walls 10A and 10B with the different length dimensions can be reduced, and an economical design can be realized.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过框架壁施工方法构造的建筑物，其可以通过减少由具有不同长度尺寸的轴承壁承受的水平力之间的不平衡而经济地设计。解决方案：水平力调节装置由长轴承壁10A的下端的地脚螺栓（接头构件）5构成，其屈服剪切强度设定为低于短承载壁10B的屈服剪切强度，具有设定为低于下层承载壁的屈服剪切强度的长的上部地板支承壁10A的下端，以及具有低于锚定螺栓（接头）的屈服强度的长承载壁10A的下端构件）5在短轴承壁10B的下端。通过水平力调节机构能够抑制由长轴承壁10A承受的水平力的增加。因此，可以减小由轴承壁10A和10B承受的具有不同长度尺寸的水平力之间的不平衡，并且可以实现经济的设计。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2005054353A Reinforcing structure for wall having opening therein, for steel frame house 有权
标题翻译：用于钢框架的墙体加固结构
公开(公告)号：JP2005054353A
公开(公告)日：2005-03-03
申请号：JP2003194828
申请日：2003-07-10
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI , TONAI SHIGEAKI , MURAHASHI YOSHIMITSU
IPC分类号： E04B1/08 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure for a wall having an opening therein, for a steel frame house, which has its frame members formed of thin and lightweight section steels, wherein the reinforcing structure functions to reduce horizontal deformation and drawing force acting on jamb members when horizontal force is applied to the steel house.
SOLUTION: The opening 8 of the steel house has four sides defined by the lintel bearing jamb members 22 which are erected at an interval therebetween, and an opening head rail 18 and an opening rail member 24 which each have both ends thereof fixed to the respective jamb members. Then structural face plates are fixed to the frame members on and outside the respective sides to form a vertical wall 26, a spandrel wall 27, and side face walls 28, and reinforcing frame members 29a are fixed to the walls along extensions of the opening head rail 18 and the opening rail member 24, respectively. Further, connection steel members 33 penetrating the jamb members 22 are fixed to the opening head rail 18, the opening rail member, and the reinforcing frame members 29a, and the side face walls 28 are fixed to the reinforcing frame members 29a by drill screws, to thereby connect between the hanging wall 26 and the side face wall 28 and between the spandrel wall 27 and the side face wall 28 in a manner capable of transmitting shearing force between the walls.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于具有其中具有开口的壁的加强结构，对于具有由薄而轻的截面钢形成的框架构件的钢框架房，其中所述加强结构用于减小水平变形，在水平力施加到钢结构房屋时，作用在侧柱构件上的拉力。解决方案：钢屋的开口8由四个侧面限定，这两个侧面以一定间隔竖立的楣轴承侧柱构件22以及开口头轨道18和开轨轨构件24各自具有固定的两端到各自的旁边成员。然后，结构面板固定在相应侧面和外侧的框架构件上，以形成一个垂直壁26，一个凸起壁27和侧面壁28，以及加强框架构件29a通过开口头部的延伸部分固定在壁上轨道18和开口轨道构件24。此外，穿过侧柱构件22的连接钢构件33固定到开口头轨道18，开轨轨构件和加强框架构件29a，并且侧面壁28通过钻螺丝固定到加强框架构件29a，从而以能够在墙壁之间传递剪切力的方式在悬挂壁26和侧面壁28之间以及在肩环壁27和侧面壁28之间连接。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2004036315A Steel building material composed of thin lightweight shape steel having excellent formability and building material characteristic 有权
公开(公告)号：JP2004036315A
公开(公告)日：2004-02-05
申请号：JP2002197700
申请日：2002-07-05
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KAWAI YOSHIMICHI , TANAKA SHIGENORI , YOSHINAGA NAOKI
IPC分类号： E04B1/24 , C22C38/00 , E04B1/08 , E04C3/06
摘要： PROBLEM TO BE SOLVED: To provide a steel building material that is improved in roll-formability so that the material may not cause springing back and may not become a defective roll when the material is rolled by setting the Young's modulus and yield stress (YS) of thin lightweight shape steel to prescribed values at the time of using the shape steel as a building material and, in addition, can secure the buckling-resisting ability required as a building material. SOLUTION: The thin lightweight shape steel is used in a steel-based panel structure constructed by fixing frame materials 35, 32, and 31 composed of thin lightweight shape steel having a thickness of about 0.3-2.3 mm and a surface material for structure with drill screws and is excellent in formability and building material characteristic. The thin lightweight shape steel constituting the frame materials 35, 32, and 31 is composed of a material having a yield stress (YS) of 2 , desirably, >120 N/mm 2 and 2 and a Young's modulus (E) of >210 kN/mm 2 and has excellent formability and building material characteristic. COPYRIGHT: (C)2004,JPO

10. 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

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式