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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

JP2014118776A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118776A
公开(公告)日：2014-06-30
申请号：JP2012276062
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： E04B2/56
摘要： PROBLEM TO BE SOLVED: To enhance a stiffening effect of a lattice member and improve beauty of a wall.SOLUTION: In a steel plate earthquake-resisting wall, an earthquake-resisting wall W is configured by arranging an oblique lattice-shaped lattice member 4 along a wall surface, in a frame K comprising a column 1 and a beam 2. The lattice member 4 is configured by providing a plurality of oblique materials 4A in a crossing state. The oblique materials 4A are stiffened by fixing a steel plate 5 along the wall surface to at least crossing parts of the oblique materials 4A. A wall part, which is not provided with the steel plate 5, is configured as a window part M freely enabling seeing-through in a wall thickness direction.
摘要翻译：要解决的问题：提高格子构件的加强效果，改善墙面美观。解决方案：在钢板抗震墙中，通过布置倾斜格子状网格构件4来构造抗震壁W 沿着壁面，在包括柱1和梁2的框架K中。栅格构件4通过在交叉状态下设置多个倾斜材料4A而构造。倾斜材料4A通过将钢板5沿着壁表面固定到倾斜材料4A的至少交叉部分来加固。没有设置有钢板5的壁部被构造为能够在壁厚方向上进行通过的窗部M.

3. 发明专利

JP2014005692A Column-beam joint structure and column-beam joint method 有权
标题翻译：柱梁接头结构和柱梁接头方法
公开(公告)号：JP2014005692A
公开(公告)日：2014-01-16
申请号：JP2012143258
申请日：2012-06-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA TOMOAKI , HIROSHIGE TAKAAKI , SAKATA MASANORI , OKAMURA SHOKO , KANEKO HIROFUMI , USHIWATA FUMI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a column-beam joint structure by field construction, capable of transmitting a bending moment from a web to a column flange without transmitting the bending moment by a gusset plate, and a column-beam joint method.SOLUTION: A column-beam joint structure 10 includes a steel column 12 and an H-shaped steel beam 14. In the H-shaped steel beam 14, a web bevel 18F formed at an end face of a web 18, and flange bevels 16F and 17F respectively formed at end faces of an upper flange 16 and a bottom flange 17 and opening upward are provided, and the web bevel 18F and a column flange 30 of the column 12 are butted to each other and welded. When the column 12 is an inner diaphragm type, the flange bevels 16F and 17F and the column flange 30 are butted to each other and welded. When the column 12 is a through diagram type or an outer diaphragm type, the flange bevels 16F and 17F and a diaphram are butted to each other and welded.
摘要翻译：要解决的问题：通过现场施工提供柱梁接头结构，能够将弯矩从腹板传递到柱凸缘而不通过角撑板传递弯矩，以及柱梁接头方法。解决方案：柱梁接头结构10包括钢柱12和H形钢梁14.在H形钢梁14中，形成在腹板18的端面处的腹板斜面18F和凸缘斜面16F和17F 分别形成在上凸缘16和底部凸缘17的端面上并且向上开口，并且柱形斜边18F和柱12的柱凸缘30彼此对接并焊接。当柱12是内隔膜型时，凸缘斜面16F和17F和柱凸缘30彼此对接并焊接。当柱12是透视图型或外隔膜型时，凸缘斜面16F和17F和双层彼此对接并焊接。

4. 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。

5. 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

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