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1. 发明专利

JP2010248720A Method of manufacturing channel steel building member 审中-公开
标题翻译：制造通道钢结构构件的方法
公开(公告)号：JP2010248720A
公开(公告)日：2010-11-04
申请号：JP2009096778
申请日：2009-04-13
申请人： Daiwa House Industry Co Ltd , Nisshin Steel Co Ltd , 大和ハウス工業株式会社 , 日新製鋼株式会社
发明人： YOSHIDA TAKAYUKI , YAMAMOTO TAKASHI , ASADA HIROSHI , KAMIBAYASHI TADASHI , MAEDA TAMAKI
IPC分类号： E04C3/06
摘要： PROBLEM TO BE SOLVED: To provide a method of manufacturing a channel steel building member which does not require a post-repair after weld joint even if a channel steel to which Zn plating is applied is used as a raw material.
SOLUTION: When a building member formed of a channel steel and a groove-opening prevention member which is disposed between both lips or both flange ends of the channel steel is manufactured, a projection is formed on the surface of the groove-opening prevention member which is brought into contact with the channel steel. Both lips and/or both flange ends of the channel steel and the groove-opening prevention member are projection-welded at a projection forming part. The projection is desirably a ridge linearly extending in the direction generally orthogonal to the longitudinal direction of the channel steel.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种制造不需要焊接接头后修理的通道钢构件的方法，即使使用施加了Zn电镀的槽钢作为原料。解决方案：当制造由通道钢形成的建筑构件和布置在通道钢的两个唇缘或两个凸缘端部之间的防止凹槽的构件时，在凹槽开口的表面上形成突起与通道钢接触的防止构件。通道钢的两个唇缘和/或两个凸缘端和防止凹槽的构件在突起形成部分被投影焊接。突起优选是在与通道钢的纵向大致正交的方向上线性延伸的棱。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2011007009A Plate for steel column and steel column unit having the same 有权
标题翻译：钢柱和钢柱单元板
公开(公告)号：JP2011007009A
公开(公告)日：2011-01-13
申请号：JP2009154358
申请日：2009-06-29
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： NAITO AKIRA , MAEDA TAMAKI
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a plate for a steel column, which can secure appropriate welding quality and tension by securing a proper route gap and is used for a column capital and a column plinth, and a steel column unit having the plate for a steel column.SOLUTION: This plate 1 for a steel column is installed on the capital and the plinth of a steel column S, and used when the steel column S is attached to a building skeleton structure. The plate 1 for a steel column includes a steel flat-plate like body 11 and at least one projecting part 12 extending from the body 11 outward. The capital and plinth of the steel column S are placed on the projecting parts 12 and fixed thereto.
摘要翻译：要解决的问题：提供一种用于钢柱的板，其可以通过确保适当的路径间隙来确保适当的焊接质量和张力，并且用于塔柱和柱基座以及具有用于钢柱。解决方案：钢柱的板1安装在钢柱S的首都和底座上，当钢柱S连接到建筑骨架结构时使用。用于钢柱的板1包括钢平板状主体11和从主体11向外延伸的至少一个突出部12。钢柱S的首都和底座放置在突出部分12上并固定在其上。

3. 发明专利

JP2013129973A Curtain wall type exterior wall structure 有权
标题翻译：幕墙式外墙结构
公开(公告)号：JP2013129973A
公开(公告)日：2013-07-04
申请号：JP2011279092
申请日：2011-12-21
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： OYAMA MAKOTO , TANAKA KIYOSHI , MAEDA TAMAKI , ICHIOKA DAIKO , NISHIMURA TAKESHI
IPC分类号： E04B2/90
摘要： PROBLEM TO BE SOLVED: To provide a curtain wall type exterior wall structure for changing the exchange of an exterior wall panel and the layout of a bearing wall.SOLUTION: A curtain wall type exterior wall structure 1 in which an exterior wall panel 2 is suspended at the outdoor side of a structural skeleton constituted of beam-columns 4 and 5 is configured such that a bearing panel 50 which shares a horizontal yield strength is disposed between columns 4 at the indoor side of the exterior wall panel 2 separately from the exterior wall panel 2, and that the upper end and lower end of the bearing panel 50 are respectively fixed to a beam 5. It is desired that the bearing panel 50 is almost shaped like a ladder constituted of vertical materials 50a at both right and left edges and at least two horizontal members 50b connecting the vertical materials 50 to each other.
摘要翻译：要解决的问题：提供一种用于改变外墙板的更换和轴承壁布局的幕墙式外墙结构。解决方案：一种幕墙式外墙结构1，其中外墙板2悬挂在其中在由梁柱4和5构成的结构骨架的室外侧构造成使得具有水平屈服强度的承载面板50分别设置在外壁板2的室内侧的柱4之间，与外壁面板2，并且支承面板50的上端和下端分别固定在梁5上。期望轴承面板50几乎成形为在左右边缘处由垂直材料50a构成的梯子，将垂直材料50彼此连接的至少两个水平构件50b。

4. 发明专利

JP2014062563A Jointing structure with middle bolt, of jointing material 有权
标题翻译：采用中间螺栓接合材料接合材料
公开(公告)号：JP2014062563A
公开(公告)日：2014-04-10
申请号：JP2012206780
申请日：2012-09-20
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： MAEDA TAMAKI , NISHIMURA TAKESHI , MATSUDA SEIKI , KAMIBAYASHI TADASHI
IPC分类号： F16B5/02 , E04B1/48
摘要： PROBLEM TO BE SOLVED: To provide a jointing structure using a middle bolt, of a jointing material capable of reducing costs, and easily performing bolt joint by using the middle bolt without causing rigidity deterioration due to sliding, and slipping behavior.SOLUTION: A jointing structure 1 using a middle bolt, of a jointing material is obtained by jointing two jointing materials 2A, 2B kept into contact with each other at their joint surfaces 2a, by the middle bolt 3 while pressing the joint surfaces 2a of both jointing materials 2A, 2B to each other. Groove-shaped recessed portions 6 opposed to each other, are formed on the joint surfaces 2a of both jointing materials 2A, 2B, and a pin-shaped shear cotter 7 having the shape to be fitted over both recessed portions 6, is disposed between the recessed portions 6.
摘要翻译：要解决的问题：提供一种使用中间螺栓的连接结构，能够降低成本的接合材料，并且通过使用中间螺栓容易地进行螺栓接合而不会由于滑动而引起刚性劣化和滑动行为。解决方案：接合通过中间螺栓3将两个接合材料2A，2B的接合表面2a按压接合在接合表面2a上彼此接触的两个接合材料2A，2B，从而获得接合材料的中间螺栓的结构1， 2B彼此。在两个接合材料2A，2B的接合表面2a上形成有彼此相对的槽形凹部6，并且在两个凹部6之间设置具有嵌合形状的销状剪切开口7 凹部6。

5. 发明专利

JP2014047469A Ladder shape bearing wall frame 有权
标题翻译：梯形形状承载壁架
公开(公告)号：JP2014047469A
公开(公告)日：2014-03-17
申请号：JP2012188920
申请日：2012-08-29
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： NISHIMURA TAKESHI , ICHIOKA DAIKO , MAEDA TAMAKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a ladder shape bearing wall frame capable of improving bearing force, rigidity, and energy absorption capacity.SOLUTION: A ladder shape bearing wall frame 1 includes: two metallic stringers 2 erected parallel to each other; and a plurality of metallic cross members 3 installed in a vertically juxtaposed manner between the stringers 2, 2. Both ends of each of the cross members 3 are respectively joined to both of the stringers 2, 2, via stiffening members 4 for stiffening the cross members 3. The stiffening member 4 has: a plate part 4a brought into surface contact with a surface of the stringer 2 to be joined thereto; and a plate part 4b brought into surface contact with a side face of the cross member 3 to be joined thereto. The stiffening member 4 may have a flat shape in which both of the plate parts 4a, 4b are flat or an L-shape in which the plate parts 4a, 4b have a bent part therebetween.
摘要翻译：要解决的问题：提供一种能够提高轴承力，刚性和能量吸收能力的梯形轴承壁框架。解决方案：梯形轴承壁架1包括：彼此平行地竖立的两个金属纵梁2; 以及在桁条2,2之间以垂直并置的方式设置的多个金属横梁3。每个横向构件3的两端分别通过加强构件4连接到两个纵梁2，用于加强横梁加强构件4具有：与纵梁2的表面接触以与其接合的板部4a; 以及与要与其连接的横梁3的侧面进行表面接触的板部4b。加强构件4可以具有平板形状，其中板部分4a，4b都是平坦的，或者板状部分4a，4b之间具有弯曲部分的L形。

6. 发明专利

JP2014098259A Bearing wall frame and unit constituting the same 有权
标题翻译：轴承框架和单元构成
公开(公告)号：JP2014098259A
公开(公告)日：2014-05-29
申请号：JP2012249877
申请日：2012-11-14
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： SAKAGUCHI TOMOHIRO , TANAKA KOJI , MAEDA TAMAKI , ICHIOKA DAIKO , NISHIMURA TAKESHI
IPC分类号： E04H9/02 , E04B2/56 , F16F7/12 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a bearing wall frame which has both a seismic control function and a bearing function, and can have a large opening provided on a wall surface on a structure surface where the bearing wall frame is arranged.SOLUTION: A plurality of load transmission units 3 which transmit a load to between a pair of adjacent columns 2, 2 are joined one over another between the pair of columns 2, 2. Each load transmission unit 3 comprises a pair of ledges 4, 5 arranged vertically apart from each other and each having both ends joined to the column 2, and members 6, 6A interposed between those upper and lower ledges 4, 5. Each load transmission unit 3 may be a seismic control/bearing unit 3A having a seismic control function and a function of giving rigidity between both the columns, or some of the load transmission units 3 may be seismic control units having the seismic control function or seismic control/bearing units 3A and the remaining load transmission units 3 may be bearing units which give rigidity between both the columns.
摘要翻译：要解决的问题：提供一种既具有地震控制功能又具有轴承功能的轴承壁框架，并且可以在设置有轴承壁框架的结构表面上的壁面上具有大的开口。解决方案：多个将负载传递到一对相邻列2,2之间的载荷传递单元3在一对列2,2之间彼此连接。每个载荷传递单元3包括一对垂直分隔的突出部4,5，彼此并且各自具有连接到列2的两端以及插入在这些上部和下部凸缘4,5之间的构件6,6A。每个负载传递单元3可以是具有地震控制功能的地震控制/轴承单元3A和在两列之间赋予刚性的功能，或者一些载荷传递单元3可以是具有地震控制功能或地震控制/轴承单元3A的地震控制单元，并且剩余的载荷传递单元3可以是b 在两列之间提供刚性的轴承单元。

7. 发明专利

JP2010180602A End part structure of channel steel with end plate 有权
标题翻译：具有终板的通道钢的末端部分结构
公开(公告)号：JP2010180602A
公开(公告)日：2010-08-19
申请号：JP2009024373
申请日：2009-02-05
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： MAEDA TAMAKI , ONO TAKAHIRO , KISHIDA HISASHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide an end part structure of channel steel with an end plate forming the end plate at the end part of a steel material without welding.
SOLUTION: In this end part structure of the channel steel with the end plate, a pressing member 6 is nipped and held by bent parts 9 of end parts in the longitudinal direction of a web bent on an inner side of an engaging member 5 and the channel steel to prevent folded back parts 8, 8 of end parts in the longitudinal direction of right and left flanges 4, 4 from returning by the pressing member 6. A hole is drilled by passing through the engaging member 5, the pressing member 6, and each of the bent parts 9 of the end parts in the longitudinal direction of the web 2 to join them with a web of the other steel material and a flange by letting a tightening member 11 pass through this hole. Furthermore, the engaging member 5, the pressing member 6, and the bent parts 9 of the end parts in the longitudinal direction of the web are fixed by tightening the tightening member, and the end plate is firmly formed in the end parts of the channel steel together with the folded back parts 8, 8 of the end parts in the longitudinal direction of the right and left flanges 4, 4.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供通道钢的端部结构，其端板在钢材的端部形成端板而不进行焊接。解决方案：在具有端板的通道钢的该端部结构中，按压构件6被夹持并保持在端部的弯曲部分9上，该弯曲部分沿着在接合构件的内侧弯曲的腹板的纵向方向 5和通道钢，以防止左右凸缘4,4的长度方向的端部的折回部分8,8被按压构件6返回。通过穿过接合构件5钻出孔，按压构件6和端部的每个弯曲部分9在腹板2的纵向方向上通过使紧固构件11穿过该孔而与另一钢材的腹板和凸缘接合。此外，接合构件5，按压构件6和端部的弯曲部分9在腹板的纵向方向上通过紧固紧固构件而被固定，并且端板牢固地形成在通道的端部中钢与左右凸缘4,4的纵向上的端部的折回部分8,8一起。（C）2010，JPO＆INPIT

8. 发明专利

JP2015055038A 建築物のラーメン架構有权
标题翻译： RIGID-FRAME OF BUILDING
公开(公告)号：JP2015055038A
公开(公告)日：2015-03-23
申请号：JP2013187118
申请日：2013-09-10
申请人：大和ハウス工業株式会社 , Daiwa House Industry Co Ltd
发明人： MAEDA TAMAKI
IPC分类号： E04B1/24 , E04C3/32
摘要：【課題】大地震等により損傷を生じる場合に、損傷箇所が一部の限られた箇所となって、上部荷重の支持能力が下がらず、地震後の補修も容易となり、また軽量化が図れ、さらに外形を変えることなく各種の強度に設計できるラーメン架構を提供する。【解決手段】この建築物のラーメン架構1は、2本の柱2と、これら柱2に架け渡された梁3とで構成される。各柱2は、これら柱2の並び方向に並ぶ互いに平行な2本の金属製の縦材4と、これら縦材4間に上下に並べて架設された綴り材となる複数本の金属製の横材5とを有するはしご形とする。梁3は、各柱2の2本の縦材4と、中ボルトでそれぞれ接合する。【選択図】図1
摘要翻译：要解决的问题：为了提供刚性框架，在地震之后容易地修复，还可以减轻重量，并且可以在不改变外部形状的情况下进一步设计，而不会降低支撑能力和上部负载，因为损坏的位置变为局部有限的地方，当大地震造成损坏时。解决方案：建筑物的这个刚性框架1由两列2和延伸到这些柱2的梁3构成。各列2形成为梯形具有并列在这些立柱2的并置方向上并列的两个金属垂直构件4和多个金属水平构件5，这些金属水平构件5成为垂直并置并且安装在这些垂直构件4之间的装订材料。梁3分别由两个垂直构件相应的列2中的4个和中间螺栓。

9. 发明专利

JP2014221980A ダンパー付き耐力壁およびダンパー有权
标题翻译：带阻尼器和阻尼器的轴承座
公开(公告)号：JP2014221980A
公开(公告)日：2014-11-27
申请号：JP2013101248
申请日：2013-05-13
申请人：大和ハウス工業株式会社 , Daiwa House Industry Co Ltd
发明人： NISHIMURA TAKESHI , MAEDA TAMAKI
IPC分类号： E04H9/02
摘要：【課題】ダンパーに、通常の鋼材を使用し、かつスリットなどの加工を施すことなく、安定したエネルギー吸収と大きな変形能力が得られ、かつ柱芯とブレース芯との交点のずれが発生し難いダンパー付き耐力壁、およびそのダンパーを提供する。【解決手段】隣合う柱21,21の間にブレース24を設け、このブレース24の下端を、ダンパー1を介して片方の柱21の下部に接合した耐力壁である。ダンパー1は、上下一対の平行板部2,2と、その間に設けたエネルギー吸収用の板状のウェブ部3と、柱接合用およびブレース接合用の垂直材4,5とでなる。ブレース接合用の垂直材5は角パイプからなり、上側の平行板部2よりも上方に突出した上方突出部5aを有する。この上方突出部5aに接合金物9を介して前記ブレース24の下端を接合する。【選択図】図1
摘要翻译：要解决的问题：为了提供一种带有阻尼器的轴承壁，该阻尼器使用普通钢材作为阻尼器，获得稳定的能量吸收和大的变形能力，而不会处理任何滑动等，并且几乎不具有柱芯和支柱芯和阻尼器。解决方案：提供了一个轴承壁，其在相邻的柱21,21之间设置有支柱24，而支柱24的下端通过阻尼器1连接到一个柱21的下部阻尼器1包括：一对上下平行板部件2,2; 在它们之间设置用于能量吸收的板状网部3; 和垂直材料4,5，用于柱连接和支撑接合。用于柱连接的垂直材料5由方管形成，并且具有向上突出部分5a突出到上平行板部分2的上方。支架24的下端通过连接五金件9接合到向上突出部分5a 。

10. 发明专利

JP2014066064A Bearing wall frame 有权
标题翻译：轴承框架
公开(公告)号：JP2014066064A
公开(公告)日：2014-04-17
申请号：JP2012211938
申请日：2012-09-26
申请人： Daiwa House Industry Co Ltd , 大和ハウス工業株式会社
发明人： SAKAGUCHI TOMOHIRO , OKAZAKI HIRONORI , MAEDA TAMAKI , ICHIOKA DAIKO , NISHIMURA TAKESHI
IPC分类号： E04H9/02 , E04B1/08 , E04B1/24 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide a bearing wall frame which can constitute a frame resisting horizontal force, give excellent seismic performance to a building, enables an opening to be provided at a region where the bearing wall is arranged, can be applied to even a case where width of column spacing is wide, and is easily adaptable to various dimensions and strength to be requested.SOLUTION: Both ends of a bearing unit 3 are joined to adjacent columns. The bearing unit 3 has: a pair of vertically separated horizontal muntins 4, 5; and shear force burdening members 6 interposed between the horizontal muntins 4, 5. The bearing unit 3 is constituted in a ladder shape constituted of:, for example, the horizontal muntins 4, 5; and a plurality of muntins 9 which are joined between the horizontal muntins 4, 5 and form the shear force burdening members 6. The bearing unit 3 and the columns are connected with bolts 20.
摘要翻译：要解决的问题：为了提供可以构成抵抗水平力的框架的承载壁框架，对建筑物提供优异的抗震性能，能够在轴承壁布置的区域设置开口，甚至可以应用于柱间隔宽度宽，易于适应各种尺寸和要求要求的强度的情况。解决方案：轴承单元3的两端连接到相邻的列。轴承单元3具有：一对垂直分离的水平方向槽4,5; 以及插入在水平机构4,5之间的剪切力负荷构件6.轴承单元3由梯形构成，例如由水平机构4,5构成。以及多个连接在水平机构4,5之间的构件9，并形成剪切力负荷构件6.轴承单元3和柱与螺栓20连接。

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