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

JP2012082633A Seismic control device for wooden house 有权
标题翻译：木制房屋地震控制装置
公开(公告)号：JP2012082633A
公开(公告)日：2012-04-26
申请号：JP2010230544
申请日：2010-10-13
申请人： Nisshin Steel Co Ltd , 日新製鋼株式会社
发明人： WATANABE TSUTOMU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To execute seismic control of a building in the case of an earthquake by a simple configuration by deforming a damper material provided between a beam and each column.SOLUTION: A seismic control device for a wooden house includes: a damper material (17) which is connected to a beam lower part (2a) and has a Z-shaped cross section; a diagonal receiving material (1) to which one end of the damper material (17) is connected and has a U-shaped cross section; and first and second diagonal column fixing metallic materials (15, 15') connected to both ends of the diagonal receiving material (1) through a drill screw (8). The diagonal column fixing metallic materials (15, 15') are connected to respective columns (3, 4).
摘要翻译：要解决的问题：通过使设置在梁和每个柱之间的阻尼材料变形，通过简单的构造在地震的情况下执行建筑物的地震控制。解决方案：一种用于木屋的地震控制装置，包括：阻尼材料（17），其连接到梁下部（2a）并具有Z形横截面; 阻尼材料（17）的一端连接并具有U形横截面的对角线接收材料（1）; 以及通过钻螺丝（8）连接到对角线接收材料（1）的两端的第一和第二对角柱固定金属材料（15,15'）。对角柱固定金属材料（15,15'）连接到相应的列（3,4）。版权所有（C）2012，JPO＆INPIT

2. 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

3. 发明专利

JP2009287231A Vibration control device for house 有权
标题翻译：振动控制装置
公开(公告)号：JP2009287231A
公开(公告)日：2009-12-10
申请号：JP2008138950
申请日：2008-05-28
申请人： Nisshin Steel Co Ltd , 日新製鋼株式会社
发明人： WATANABE TSUTOMU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device for a house, which can be easily installed in and applied to a general wooden house and a prefabricated house without reference to a newly-built or existing real-estate property, and which facilitates the replacement of a damper in maintenance.
SOLUTION: In this vibration control device, two horizontal material 11 and 12 and two vertical materials 13 and 14 are joined to each other by means of a pin 10 so as to form a rectangular frame body; two diagonal members 15 and 15', the one-side ends of which are fixed near both side ends of the lower horizontal material, respectively, and the other-side ends of which are each elongated in the central direction of the frame body, are arranged; and a damper 17 is mounted between an undersurface of a central portion of the upper horizontal material 11 and a top surface of a diagonal member retainer material 16 wherein the other-side ends of the two diagonal members are fixed to both ends, respectively. The damper is composed of lightweight shape steel; a plurality of holes 20 are continuously drilled along a longitudinal direction in the central portions of both flanges thereof; leading ends of both the flanges are inserted between flanges of the upper horizontal material, and attached to the flanges of the upper horizontal material by means of a drill screw 18; and an undersurface of a web is attached to an outer surface of a web of the diagonal member retainer material by means of a drill screw.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种房屋的振动控制装置，其可以容易地安装在一般木制房屋和预制房屋中，而不必参照新建或现有的不动产财产，以及这有助于维护中更换阻尼器。解决方案：在该振动控制装置中，两个水平材料11,12和两个垂直材料13和14通过销10彼此接合以形成矩形框体; 两个对角构件15和15'分别固定在下水平材料的两侧端附近，其另一端分别在框体的中心方向上伸长，安排并且阻尼器17安装在上部水平材料11的中心部分的下表面与对角构件保持材料16的顶表面之间，其中两个对角构件的另一侧端部分别固定在两端。阻尼器由轻型钢制成; 在其两个凸缘的中心部分沿着纵向方向连续地钻出多个孔20; 两个凸缘的前端插入在上水平材料的凸缘之间，并通过钻螺丝18附接到上水平材料的凸缘; 并且腹板的下表面通过钻螺丝附接到对角构件保持器材料的腹板的外表面。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2004243398A Method for measuring thrust in cross rolling mill 审中-公开
公开(公告)号：JP2004243398A
公开(公告)日：2004-09-02
申请号：JP2003038051
申请日：2003-02-17
申请人： Nisshin Steel Co Ltd , 日新製鋼株式会社
发明人： IMAGAWA KAZUNORI , WATANABE TSUTOMU
IPC分类号： B21B37/28 , B21B37/00 , B21C51/00
摘要： PROBLEM TO BE SOLVED: To prevent the accident of a bearing or the like by detecting excessive thrust even when any load cell breaks down by comparing a measured value of the thrust with an assessed value. SOLUTION: In the method for measuring the thrust between each work roll and each back-up roll of a 4-high cross rolling mill, the crown and the shape of which are controlled by crossing only upper and lower work rolls and backing them up with upper and lower back-up rolls, the thrust on the upper side is measured by using the measured value of a load cell attached to a chock of the lower back-up roll, the value of the hydraulic pressure of a cylinder for shifting the upper work roll and the value of the hydraulic pressure of a cylinder for shifting the lower work roll or/and the thrust on the lower side is measured by using the measured value of the load cell attached to a chock of the upper back-up roll, the value of the hydraulic pressure of the cylinder for shifting the upper work roll and the value of the hydraulic pressure of the cylinder for shifting the lower work roll. COPYRIGHT: (C)2004,JPO&NCIPI

5. 发明专利

JP2012087576A Earthquake-resisting wall using furring strip brace 有权
标题翻译：地震电阻墙使用流水线
公开(公告)号：JP2012087576A
公开(公告)日：2012-05-10
申请号：JP2010236707
申请日：2010-10-21
申请人： Nisshin A & C Co Ltd , Nisshin Steel Co Ltd , 日新総合建材株式会社 , 日新製鋼株式会社
发明人： WATANABE TSUTOMU
IPC分类号： E04H9/02 , E04F13/08
摘要： PROBLEM TO BE SOLVED: To improve load-bearing performance of a wall by providing a pair of steel vertical furring strips and a pair of steel furring strip braces between columns, without reference to new construction or reconstruction.SOLUTION: A bearing wall using a furring strip brace has a central joint (5) provided in the center of a first steel vertical furring strip (3). First and second joints (6 and 7) are provided at both ends of a second steel vertical furring strip (4), respectively. First and second steel furring strip braces (10 and 11) are provided between the central joint (5) and the joints (6 and 7), respectively. Load-bearing performance (earthquake resistance) is improved by attaching the steel vertical furring strips (3 and 4) to first and second wooden columns (3A and 4A) of a building, respectively.
摘要翻译：要解决的问题：通过在柱之间提供一对钢垂直毛条和一对钢制毛条条支撑来提高墙的承重性能，而不考虑新的结构或重建。解决方案：使用毛边条支架的支承壁具有设置在第一钢垂直毛条（3）的中心的中心接头（5）。第一和第二接头（6和7）分别设置在第二钢垂直带状条（4）的两端。分别在中心接头（5）和接头（6和7）之间设置第一和第二钢制毛条带支架（10和11）。通过将钢垂直毛条（3和4）分别连接到建筑物的第一和第二木柱（3A和4A），分别提高了承载性能（抗震性）。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2009203788A Vibration control device for house 有权
标题翻译：振动控制装置
公开(公告)号：JP2009203788A
公开(公告)日：2009-09-10
申请号：JP2008138949
申请日：2008-05-28
申请人： Nisshin Steel Co Ltd , 日新製鋼株式会社
发明人： WATANABE TSUTOMU
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device for a house that can be very easily installed and applied to a general wooden house or a prefabricated house regardless of a newly-built house or an existing house and simplifying damper replacement in maintenance.
SOLUTION: The vibration control device is constituted by joining two horizontal members 11, 12 and two vertical members 13, 14 to each other by welding to form a rectangular frame body, arranging two diagonal members 15, 15' with one ends fixed to the vicinity of both side ends of the lower horizontal member and with the other ends extended toward the center part of the frame body, and mounting a damper 17 between the upper face of a diagonal member receiving member 16 with both ends rigidly fixed to the other ends of the two diagonal members, and the center part lower face of the upper horizontal member 11. The damper is formed of lightweight shape steel, and the center part of both flanges is bored with a plurality of holes 20 continuously along a longitudinal direction. The tip parts of both flanges are inserted between the flanges of the upper horizontal member and fitted to the flanges of the upper horizontal member by drill screws 18, and a web lower face is fitted to a web outer face of the diagonal member receiving member by drill screws.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种房屋的振动控制装置，可以非常容易地安装和应用于普通的木制房屋或预制房屋，而不管新建房屋或现有房屋如何，并且简化风门更换保养。解决方案：振动控制装置通过焊接将两个水平构件11,12和两个垂直构件13,14彼此接合以形成矩形框体构成，将两个对角构件15,15'布置成一端固定到下水平构件的两侧端附近，另一端朝向框体的中心部分延伸，并且在斜对置构件接收构件16的上表面之间安装有阻尼器17，其两端刚性地固定到两个对角构件的另一端和上水平构件11的中心部分下表面。阻尼器由轻型钢形成，并且两个凸缘的中心部分沿着纵向方向连续地钻有多个孔20 。两个凸缘的尖端部分插入在上部水平构件的凸缘之间并通过钻头螺钉18装配到上部水平构件的凸缘上，并且腹板下表面通过下面的方式装配到对角构件接收构件的腹板外表面上钻螺丝版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2013224530A Furring-strip brace earthquake-resisting wall 有权
标题翻译：流水线地震电抗墙
公开(公告)号：JP2013224530A
公开(公告)日：2013-10-31
申请号：JP2012096455
申请日：2012-04-20
申请人： Nisshin Steel Co Ltd , 日新製鋼株式会社
发明人： WATANABE TSUTOMU , YAMAMOTO TAKASHI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To obtain a furring-strip brace earthquake-resisting wall which is formed for a pair of wooden poles from a pair of triangular parts split into upper and lower parts and having vertical and horizontal frames and a diagonal member.SOLUTION: In a furring-strip brace earthquake-resisting wall of the present invention, a pair of triangular parts (60 and 61) including respective vertical frames (3 and 3a), respective horizontal frames (65 and 68) and respective diagonal members (10 and 11) is each independently provided along a vertical direction for a pair of wooden poles (3A and 4A). A vertical interval between the respective triangular parts (60 and 61) can be changed according to the length of each of the wooden poles (3A and 4A). The furring-strip brace earthquake-resisting wall can be installed to an exterior wall side with respect to pole width, easily transported and easily constructed.
摘要翻译：要解决的问题：获得一对由一对三角形部分分成上下部分并具有垂直和水平框架和对角构件的一对木杆形成的防弹条支撑抗震墙。解决方案：在本发明的带钢支撑抗震墙中，一对三角形部分（60和61）包括各自的垂直框架（3和3a），各自的水平框架（65和68）和相应的对角构件（10和 11）分别独立地设置在一对木杆（3A和4A）的垂直方向上。各个三角形部分（60和61）之间的垂直间隔可以根据每个木杆（3A和4A）的长度而改变。带钢支撑抗震墙可以安装在相对于杆宽度的外壁侧，容易运输和容易建造。

8. 发明专利

JP2011202432A Suspended beam steel plate panel, split suspended beam steel plate panel, and small unit type frame structure using the same 有权
标题翻译：悬挂梁钢板，分体悬挂梁钢板，以及使用其的小单元框架结构
公开(公告)号：JP2011202432A
公开(公告)日：2011-10-13
申请号：JP2010071491
申请日：2010-03-26
申请人： Nisshin A & C Co Ltd , Nisshin Steel Co Ltd , 日新総合建材株式会社 , 日新製鋼株式会社
发明人： WATANABE TSUTOMU , SHIKAMOTO KAZUKI , IIMURA MASAKI
IPC分类号： E04C3/04 , E04B1/343
摘要： PROBLEM TO BE SOLVED: To construct a small unit type frame structure with a split suspended beam steel plate panel or the like, which is easily carried to an installation place, is formed of fewermem members, and is easily constructed by dry joining such as a simple bolt-nut joint.SOLUTION: This suspended beam steel plate panel formed of a basic framework comprising an upper chord member 1, a strut 2, and a lower chord member 3 is manufactured by fixing, with bolts and nuts, split suspended beam steel panels in which each upper chord member 1 is divided into members 1a and 1b, each strut 2 is divided into members 2a and 2b, and each lower chord member 3 is divided into members 3a and 3b while the strut members 2a and 2b face, back to back, each other. When split beams are carried into a construction site while being divided, respectively, and assembled there, even a small unit type frame structure with a wide frontage can be easily constructed so that the deflection of the opening center part is almost eliminated. The frame structure is also easily disassembled.
摘要翻译：要解决的问题：为了构造具有容易携带到安装地点的分离式悬梁梁钢板等的小单元型框架结构，由少量构件形成，并且容易地通过诸如简单的螺栓 - 螺母接头。解决方案：通过用螺栓和螺母固定分离悬梁梁来制造由包括上弦杆构件1，支柱2和下弦构件3的基本框架形成的悬挂梁钢板每个上弦杆构件1被分成构件1a和1b的每个支柱2被分成构件2a和2b，并且每个下弦构件3被分成构件3a和3b，而支柱构件2a和2b面向后面回来，彼此。当将分割梁分别运送到施工现场并在其中组装时，即使是具有宽临街的小型单元型框架结构也可以容易地构造，使得开口中心部分的偏转几乎被消除。框架结构也容易拆卸。

9. 发明专利

JP2011125894A Light channel steel with thickness of web part being different from total thickness of flange part, and method for producing the same 有权
标题翻译：具有与法兰部分的总厚度不同的网部分的厚度的光通道钢及其生产方法
公开(公告)号：JP2011125894A
公开(公告)日：2011-06-30
申请号：JP2009286005
申请日：2009-12-17
申请人： Nisshin A & C Co Ltd , Nisshin Steel Co Ltd , 日新総合建材株式会社 , 日新製鋼株式会社
发明人： WATANABE TSUTOMU , OHASHI MASAO
IPC分类号： B21D47/01 , B21D19/08
摘要： PROBLEM TO BE SOLVED: To easily provide a light channel steel having large second moment of cross-section even with the same weight and the same profile dimension by constructing a flange part of laminated steel sheet and increasing its total thickness more than the thickness of a web part.
SOLUTION: After executing the hemming fold-back working to both sides of a thin steel plate, the steel plate having the hemming fold-back part is bent on both sides to obtain a light channel steel having the cross-sectional shape in which a flange part has double, triple or more folds. A seat-dug hole is preferably formed in an outermost side steel plate of the flange to a part to which the light channel steel is joined. Other plate such as a steel plate, a rubber or the like is preferably interposed on the hemming fold-back part. Further, a folding groove is preferably formed in the web part and/or the flange part.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了容易地通过构造层压钢板的凸缘部分并且增加其总厚度来容易地提供具有相同重量和相同轮廓尺寸的具有大的二次力矩的光通道钢腹板部分的厚度。解决方案：在对薄钢板的两侧进行折边折回加工后，具有折边折回部的钢板在两侧弯曲，得到横截面形状的光通道钢凸缘部分具有双重，三重或更多折叠。优选地，在所述凸缘的最外侧钢板中，与所述光通道钢接合的部分形成座孔。其它板例如钢板，橡胶等优选插入折边折回部。此外，优选地在腹板部分和/或凸缘部分中形成折叠槽。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2009299403A Small-sized unit wall panel structure 有权
标题翻译：小尺寸单元墙面板结构
公开(公告)号：JP2009299403A
公开(公告)日：2009-12-24
申请号：JP2008157274
申请日：2008-06-16
申请人： Nisshin A & C Co Ltd , Nisshin Steel Co Ltd , 日新総合建材株式会社 , 日新製鋼株式会社
发明人： WATANABE TSUTOMU , SHIKAMOTO KAZUKI , KANEOKA HIDEKI , IMAOKA YOZO
IPC分类号： E04B1/348
摘要： PROBLEM TO BE SOLVED: To provide, at low cost, a wall panel structure installable in a short period by a simple means and having high strength. SOLUTION: In this wall panel structure, a rectangular panel for ceiling or roof formed of a plurality of thin steel sheets is joined to the upper surface of a wall section formed by joining a rectangular structural panel for wall formed of corner members and a plurality of thin steel sheets disposed between the corner members. Holes for bolt connection are formed in the side surfaces of the corner members, the four side folded sections of the structural panel for wall having the four side ends of U-shape in cross section, and a panel for ceiling or roof. The panels are joined to each other by tightening the bolts inserted onto the crimp nuts attached to the holes for bolt connection through the other bolt connection holes. A finish panel for wall may be installed on the inwardly bent section of the structural panel for wall. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：以低成本提供通过简单的手段在短时间内安装并具有高强度的墙板结构。解决方案：在该墙板结构中，由多个薄钢板形成的用于天花板或屋顶的矩形板被连接到壁部的上表面，该壁部分通过将由角部件形成的壁的矩形结构板和设置在角部构件之间的多个薄钢板。用于螺栓连接的孔形成在角部件的侧表面中，用于具有四个侧端的U形横截面的用于壁的结构板的四个侧折叠部分以及用于天花板或屋顶的板。通过拧紧插入到附接到孔的压接螺母上的螺栓，通过另一个螺栓连接孔来螺栓连接，板彼此接合。用于墙壁的面板可以安装在用于墙壁的结构板的向内弯曲部分上。版权所有（C）2010，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