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1. 发明专利

JP2013014956A Steel perforated beam reinforcing structure 有权
公开(公告)号：JP2013014956A
公开(公告)日：2013-01-24
申请号：JP2011148973
申请日：2011-07-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IKEUCHI KUNIE , HIRAKAWA YASUAKI , SABURI KAZUHIRO , KANEKO HIROFUMI , USAMI TORU , YAMAZAKI KENJI , USHIWATA FUMI
IPC分类号： E04C3/08
摘要： PROBLEM TO BE SOLVED: To provide a steel perforated beam reinforcing structure having improved reinforcing effects.SOLUTION: An upper end portion 16A and a lower end portion 16B as the upper and lower ends (the ends on the long side) of each reinforcing plate 16 are welded to the surface of a web portion 12B of a beam bracket 12. Specifically, the reinforcing plate 16 has the upper end portion 16A and the lower end portion 16B continuously fillet-welded throughout their lengths to the web portion 12B. Thus, the reinforcing plate 16 can resist over its whole cross section area to the shearing force working on the web portion 12B of the beam bracket 12.

2. 发明专利

JP2012112098A Joining method of buckling stiffening brace and buckling stiffening brace 有权
标题翻译：钻孔加固搭接方式和钻孔加固装置
公开(公告)号：JP2012112098A
公开(公告)日：2012-06-14
申请号：JP2010259339
申请日：2010-11-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： USAMI TORU , KANEKO HIROFUMI , ONO YOSHINOBU , ODAJIMA NOBUYUKI , YAMAZAKI KENJI
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To easily perform the joining work of a buckling stiffening brace and to suppress the enlargement of the entire buckling stiffening brace.SOLUTION: As a joining method of a buckling stiffening brace 10, an upper flange 26B and a lower flange 26C at ends B2, B3 of a brace material 26 are cut off, and a reinforcing plate 30 is welded to a web 26A on a cut side. Then, bolt holes 32A, 32B are formed on the web 26A and the reinforcing plate 30, and the brace material 26 is joined to junctions 22A-22D of a structure plane 18 using high-strength bolts 34. By this method, since the brace material 26 can be joined to the junctions 22A-22D from one surface side, the joining work is easily performed. Further, since the reinforcing plate 30 is welded within an area surrounded by the upper and lower flanges 26B, 26C and the web 26A of the brace material 26, the enlargement of the entire buckling stiffening brace 10 is suppressed.
摘要翻译：要解决的问题：为了容易地执行弯曲加强支架的接合工作并且抑制整个屈曲加强支架的扩大。解决方案：作为弯曲加强支架10的接合方法，切断支撑材料26的端部B2，B3处的上凸缘26B和下凸缘26C，并且将加强板30焊接到腹板26A 在一边。然后，螺栓孔32A，32B形成在腹板26A和加强板30上，并且支撑材料26使用高强度螺栓34接合到结构平面18的接合部22A-22D。通过这种方法，由于支架材料26可以从一个表面侧接合到接合部22A-22D，可以容易地进行接合作业。此外，由于加强板30被焊接在由支撑材料26的上下凸缘26B，26C和腹板26A包围的区域内，因此抑制了整个弯曲加劲支架10的扩大。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2011052462A Steel beam with level difference, and non-bracket method of column-beam frame using the same 有权
标题翻译：具有水平差的钢梁和使用其的柱梁框架的非支撑方法
公开(公告)号：JP2011052462A
公开(公告)日：2011-03-17
申请号：JP2009202626
申请日：2009-09-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SHIMANO YUKIHIRO , MAEKAWA MOTONOBU , ONUMA KAZUHIRO , HIRAYAMA TAKAYUKI , ONO MASATO , AKAZAWA SUKETAKA , KATAYAMA TAKESHI , USAMI TORU , KANEKO HIROFUMI , YAMAZAKI KENJI
IPC分类号： E04C3/06 , E04B1/18
摘要： PROBLEM TO BE SOLVED: To provide a non-bracket method eliminating redundant steel and reducing the cost by using a steel beam with a level difference which is made by assembling existing shape steels like an existing wide flange beam (H-steel), an existing I-shaped steel of different sizes. SOLUTION: The existing wide flange beam 2 having a larger beam depth is connected to each of both ends of the existing wide flange beam 1 having a smaller beam depth so that upper surfaces of upper flanges 1a, 2a of them are made flush. Further, a reinforcing rib 3 is arranged on a web 2c of the existing wide flange beam 2 having the larger beam depth in the position corresponding to a lower flange 1b of the existing wide flange beam 1 having the smaller beam depth, so that the steel beam A with the level difference, in which the beam depth of the center is different from that of the ends, is formed. By joining each of both ends of the steel beam A having the level difference to a column steel frame B at the construction site, the column-beam frame which generates a plastic hinge (a) at the level difference section is constructed. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种消除冗余钢的非支架方法，并且通过使用通过组装诸如现有的宽法兰梁（H钢）的现有形状钢制成的具有水平差的钢梁来降低成本，现有的I型不同尺寸的钢。解决方案：具有较大光束深度的现有宽法兰光束2连接到具有较小光束深度的现有宽法兰光束1的两端中的每一端，使得它们的上凸缘1a，2a的上表面被制成平齐。此外，在具有较大光束深度的现有宽法兰梁2的幅材2c上布置有加强肋3，其对应于具有较小光束深度的现有宽法兰梁1的下凸缘1b的位置，使得钢形成具有与中心的光束深度不同于端部的光束深度的光束A的光束A. 通过在施工现场将具有水平差的钢梁A的两端连接到立柱钢框架B，构成在液位差部分处产生塑性铰链（a）的柱梁框架。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2009221755A Building 有权
标题翻译：建造
公开(公告)号：JP2009221755A
公开(公告)日：2009-10-01
申请号：JP2008067805
申请日：2008-03-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KANEKO HIROFUMI , USAMI TORU , YAMAZAKI KENJI
IPC分类号： E04G23/02 , E04B1/24 , E04C3/32
摘要： PROBLEM TO BE SOLVED: To provide a building which is provided with a pillar structure which controls the buckling of a pillar.
SOLUTION: The pillar 10 supports the upper beam 12 and the lower beam 15, and the upper slab 13 and the lower slab 14 are provided at the beam 12 and the beam 15, respectively. The building 27 shown in Fig. 1 has an open ceiling structure by removing middle-tier beams 48, 50 by remodeling, and the pillar 10 is constituted of a mold steel and CFT having a widely-used cross section regardless of its cross section. A steel pipe 16 has a box-shaped cross section, and surrounds the circumference of the pillar 10 by creating a predetermined clearance d from the surface of the pillar 10. The steel pipe 16 can move for the distance of the clearance d in the horizontal direction in a state that it surrounds the pillar 10. The steel pipe 16 has rigidity and strength which can control the deformation of the pillar 10 in the horizontal direction, and has a member length spanning from the top surface of the slab 14 to the height which has a predetermined clearance h from the undersurface of the beam 12. The steel pipe 16 can move by the distance of the clearance h in the up-and-down direction in a state that it surrounds the pillar 10.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有控制柱的屈曲的柱结构的建筑物。解决方案：支柱10支撑上梁12和下梁15，并且上板13和下板14分别设置在梁12和梁15处。图27所示的建筑物27。 1通过重塑去除中间梁48,50具有敞开的天花板结构，并且柱10由具有广泛使用的横截面的模具钢和CFT构成，而与其横截面无关。钢管16具有盒状的横截面，通过从支柱10的表面产生规定的间隙d来围绕支柱10的周围。钢管16能够在水平方向上移动间隙d的距离方向为包围支柱10的状态。钢管16具有能够控制立柱10在水平方向上的变形的刚性和强度，并且具有从板坯14的顶面到高度其与梁12的下表面具有预定的间隙h。钢管16可以在围绕柱10的状态下沿上下方向移动间隙h的距离。版权所有：（C）2010，JPO＆INPIT

5. 发明专利

JP2015055093A 柱梁接合機構审中-公开
标题翻译：柱梁加工机械
公开(公告)号：JP2015055093A
公开(公告)日：2015-03-23
申请号：JP2013188657
申请日：2013-09-11
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： YAMAZAKI KENJI , MURAKAMI RIKUTA , NAKAHIRA KAZUTO , NOZAWA HIROKAZU , SUZUKI NAOMIKI , UEDA HIROYUKI , USAMI TORU , KANEKO HIROFUMI
IPC分类号： E04B1/24 , E04B1/58
摘要：【課題】地震時の揺れに対する塑性変形によるエネルギー吸収が、柱端部及び梁端部に先行して柱梁接合部で生ずるようにした柱梁接合機構を提供する。【解決手段】下側柱端部E1と上側柱端部E2と梁端部E3と柱梁接合部2とからなり、柱梁接合部は、下側柱端部に接合した水平な第1ダイアフラム4と、上側柱端部に接合した水平な第2ダイアフラム6と、これら第1ダイアフラムと第2ダイアフラムとを連結する、少なくとも一枚の塑性変形可能な垂直壁で形成され、この垂直壁の側面に上記梁端部を接合した主連結部10と、第1ダイアフラムと第2ダイアフラムとを連結する少なくとも一本の塑性変形可能な支柱を含み、各支柱の横断面積を上記垂直壁の横断面積よりも小とした副連結部20とを具備し、支柱のせん断降伏変形量が垂直壁のせん断降伏変形量よりも大となるように形成した。【選択図】図1
摘要翻译：要解决的问题：提供一种柱梁接合机构，用于通过在柱端部和梁端部之前通过塑性变形在地震中，在柱梁接合部中摆动的能量吸收。解决方案：柱梁接合机构由下侧柱端部E，上侧柱端部E构成。梁端部E和柱梁接合部2以及柱梁接合部分设置有水平的第一连接到下侧柱端部的隔膜4，与上侧柱端部接合的水平的第二隔膜6，用于连接这些第一隔膜和第二隔膜的主连接部10，其由至少一个可塑性变形的垂直壁形成，并且接合梁端部到该垂直壁的侧表面，以及子连接部分20，其包括至少一个塑性变形柱，用于连接第一隔膜和第二隔膜，并形成横截面积o 相应的柱比垂直壁的横截面积小，并且形成为使得柱的剪切屈服变形体积变得大于垂直壁的剪切屈服变形体积。

6. 发明专利

JP2014118775A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118775A
公开(公告)日：2014-06-30
申请号：JP2012276061
申请日：2012-12-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , UEDA HIROYUKI , SUZUKI NAOMIKI , YAMASHITA YASUHIKO , KUSHIMA SOICHIRO , KATAYAMA TAKESHI , USAMI TORU , ONO YOSHINOBU , USHIWATA FUMI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To enable man-powered installation by securing handleability of a use member while enabling exertion of a bearing force of an earthquake-resisting wall.SOLUTION: A steel plate earthquake-resisting wall configures an earthquake-resisting wall W by installing an earthquake-resisting steel plate 5 like a wall in a frame K comprising a column 1 and a beam 2. In the earthquake-resisting wall W, the plurality of earthquake-resisting steel plates 5 are adjacently arranged in a wall surface, and the adjacent earthquake-resisting steel plates 5 are joined together by a friction joint 10 that is frictionally joined by partial overlapping.
摘要翻译：要解决的问题：通过确保使用构件的可操作性，同时能够施加抗震墙的支承力，实现人力安装。解决方案：钢板抗震墙通过安装防火墙W来配置抗震墙W 在框架K中具有如图1所示的框架K的耐震钢板5，该框架K包括柱1和梁2.在耐震壁W中，多个耐震钢板5相邻地布置在壁面中，相邻的耐震钢板5通过摩擦接合部10接合在一起，摩擦接头10通过部分重叠而摩擦接合。

7. 发明专利

JP2014101666A Adhesion method 有权
标题翻译：粘合方法
公开(公告)号：JP2014101666A
公开(公告)日：2014-06-05
申请号：JP2012253751
申请日：2012-11-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KUSAKA SATORU , KISHIMOTO KOHEI , UEDA HIROYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an adhesion method with which, when adhering an adhered member to a steel frame material such as a beam or a column of an architectural structure 1 of steel frame construction, a larger adhesion area can be secured in an adhesion part.SOLUTION: The adhesion method for adhering an adhered member 11 to a steel-frame beam 10 constituting an architectural structure 1 of steel-frame construction includes: an adhered member covering step of covering at least a part of each of a plurality of outer surfaces of the steel-frame beam 10 with the adhered member 11 via a space layer 17; and an adhesive filling step of adhering the adhered member 11 and the steel-frame beam 10 by filling the space layer 17 with an epoxy resin 12.
摘要翻译：要解决的问题：提供一种粘合方法，当将粘合构件粘附到诸如钢框架结构的建筑结构1的梁或柱的钢框架材料时，可以确保较大的粘附面积，粘接部件11粘附在构成钢框架结构体1的钢框架梁10上的粘合方法包括：粘接部件覆盖工序，覆盖多个外部部件的至少一部分钢架梁10的表面经由空间层17与粘接部件11相连; 以及通过用环氧树脂12填充空间层17来粘合粘合构件11和钢框架梁10的粘合剂填充步骤。

8. 发明专利

JP2013014957A Steel perforated beam reinforcing structure 有权
标题翻译：钢管执行梁加固结构
公开(公告)号：JP2013014957A
公开(公告)日：2013-01-24
申请号：JP2011148974
申请日：2011-07-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IKEUCHI KUNIE , HIRAKAWA YASUAKI , SABURI KAZUHIRO , KANEKO HIROFUMI , USAMI TORU , YAMAZAKI KENJI , USHIWATA FUMI
IPC分类号： E04B1/24 , E04C3/08
摘要： PROBLEM TO BE SOLVED: To provide a steel perforated beam reinforcing structure having improved reinforcing effects.SOLUTION: An upper end portion 16A and a lower end portion 16B as the upper and lower ends (the ends on the long side) of each reinforcing plate 16 are welded to the surface of a web portion 12B of a beam bracket 12. Specifically, the reinforcing plate 16 has the upper end portion 16A and the lower end portion 16B continuously fillet-welded throughout their lengths to the web portion 12B. Thus, the reinforcing plate 16 can resist over its whole cross section area to the shearing force working on the web portion 12B of the beam bracket 12.
摘要翻译：要解决的问题：提供具有改进的增强效果的钢穿孔梁加强结构。解决方案：作为每个加强板16的上端和下端（长边的端部）的上端部16A和下端部16B被焊接到梁支架12的腹板部分12B的表面具体而言，加强板16的上端部16A和下端部16B贯穿其长度连续地焊接到腹板部12B。因此，加强板16可以在其整个横截面积上抵抗作用在梁支架12的腹板部分12B上的剪切力。版权所有：（C）2013，JPO＆INPIT

9. 发明专利

JP2010007250A Column and building 有权
标题翻译：柱和建筑
公开(公告)号：JP2010007250A
公开(公告)日：2010-01-14
申请号：JP2008164541
申请日：2008-06-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAZAKI KENICHI , YAMAZAKI KENJI , USAMI TORU , KANEKO HIROFUMI , OHATA KATSUTO
IPC分类号： E04B1/24 , E04C3/32
摘要： PROBLEM TO BE SOLVED: To provide a column which hardly causes buckling even if a cross-sectional area is set smaller and which enables the arbitrary setting of horizontal rigidity, and a building.
SOLUTION: The column 10 has a core material 12 for bearing a vertical load, and the core material 12 is composed of an angle material 26 and a cruciform member 28 which is formed in a cross-shape. The periphery of the core material 12 is enclosed with a sleeve pipe 14; and the sleeve pipe 14, which is formed in such a shape as to have a box-shaped cross section, surrounds the core material 12 in a close contact manner. The core material 12 and the sleeve pipe 14 are not joined to each other. The sleeve pipe 14 is equipped with strength high enough to suppress the horizontal deformation of the core material 12, and has a dimension smaller than that of the core material 12. A socket 16 is provided on the upper portion of the core material 12 and that of the sleeve pipe 14, and equipped with a tube portion 16A and a lid portion 16B for closing one end of the tube portion 16A. The tube portion 16A surrounds the upper portion of the core material 12 and that of the sleeve pipe 14; the lid portion 16B is supported on the top surface of the core material 12; and a gap S is opened between the top surface of the sleeve pipe 14 and the lid portion 16B. A beam 18 is joined to an outer surface of the tube portion 16A.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使横截面积设定得较小并且能够任意设定水平刚度和建筑物，也难以产生屈曲的柱。解决方案：柱10具有用于承载垂直载荷的芯材12，并且芯材12由倾斜材料26和形成十字形的十字形构件28构成。芯材12的周边用套管14封闭; 并且形成为具有盒状横截面的形状的套管14以紧密接触的方式围绕芯材12。芯材12和套管14彼此不接合。套管14具有足够高的强度以抑制芯材12的水平变形，并且具有小于芯材12的尺寸的尺寸。插座16设置在芯材12的上部，并且并且配备有管部16A和用于封闭管部16A的一端的盖部16B。管部16A围绕芯材12的上部和套管14的上部; 盖部16B支撑在芯材12的上表面上; 并且在套筒管14的上表面和盖部16B之间开口间隙S. 梁18连接到管部16A的外表面。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009007902A Beam material, combined beam material, and column-beam connection structure 有权
标题翻译：梁材料，组合梁材料和柱梁连接结构
公开(公告)号：JP2009007902A
公开(公告)日：2009-01-15
申请号：JP2007172501
申请日：2007-06-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAZAKI KENICHI , USAMI TORU , KANEKO HIROFUMI , YAMAZAKI KENJI
IPC分类号： E04C3/07 , E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To join a column material to a beam material to form a frame, independently of the type of a steel material without the need for welding joint.
SOLUTION: A flange 18F of a channel shaped steel 18 as the beam material 10 is twisted to the outside and developed to form a connection part 16 which is flush with a web 18W. The connection part 16 has a connection plane portion 17 to be joined to the column material in the direction of an axis Y perpendicular to an axis X of the beam material 10 (in the direction of forming the web 18W). The connection plane portion 17 has a connection width size L
1 corresponding to a width size L of the column material to be joined, and a connection form has a size L
2 which totals the forms of the web 18W and the flange 18F. The connection plane portion 17 has a plurality of bolt holes 15 for bolt joint and subjected to bolt joint to the column material. Thus, shearing force borne by the web and bending moment borne by the flange are effectively transmitted to the column material via the connection part 16.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：将柱材料连接到梁材料以形成框架，与钢材的类型无关，而不需要焊接接头。解决方案：作为梁材料10的通道状钢18的凸缘18F被扭转到外部并展开以形成与卷材18W齐平的连接部分16。连接部分16具有连接平面部分17，该连接平面部分17在与梁材料10的轴线X垂直的轴线Y的方向（在形成卷筒纸18W的方向上）与柱材料接合。连接平面部分17具有与待接合的柱材料的宽度尺寸L相对应的连接宽度尺寸L 1 ，并且连接形式具有尺寸L 2 总计了幅材18W和凸缘18F的形状。连接平面部17具有用于螺栓接头的多个螺栓孔15，并且与柱材料进行螺栓连接。因此，由腹板承受的剪切力和由法兰承受的弯曲力矩通过连接部分16有效地传递到柱材料。版权所有（C）2009，JPO＆INPIT

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