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1. 发明专利

JP2012057419A Steel beam joint structure 审中-公开
标题翻译：钢梁接头结构
公开(公告)号：JP2012057419A
公开(公告)日：2012-03-22
申请号：JP2010203636
申请日：2010-09-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKAYAMA NOBUO , UEKUSA MASAHIRO , MATSUZAKI HIROYUKI , NAGAOKA HIROSHI , HIRAI KEIICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To prevent torsional deformation of an H-shaped steel girder from being caused by self-weight of a beam and weight of a floor slab, even when the beam has a long span.SOLUTION: A steel beam joint structure 10 makes an H-shaped steel beam 12 and an H-shaped steel girder 14 joined together. The beam 12 is laid between the girders 14, and both ends are joined to the girders 14. Joining insertion portions 28 are attached to both the ends of the beam 12, respectively. The insertion portion 28 is formed of H-shaped steel, and the length L1 of the insertion portion 28 is set equal in dimension to the width of a flange 14F of the girder 14. An end of the insertion portion 28 is joined to an end member 30 which is fixed to an end surface of the beam 12. An extension material 32 is provided in a position to extend the flange of the insertion portion 28. The girder 14 is laid between columns, and a web 14W of the girder 14 is provided with an opening 18 into which the insertion portion 28 of the beam 12 is to be inserted. A reinforcing member 20 for reinforcing the opening 18 is joined to the periphery of the opening 18.
摘要翻译：要解决的问题：为了防止H形钢梁的扭曲变形由梁的自重和楼板的重量引起，即使当梁具有长跨度时。解决方案：钢梁接头结构10使H形钢梁12和H形钢梁14连接在一起。梁12被放置在桁材14之间，并且两端连接到桁条14.接合插入部分28分别附接到梁12的两端。插入部28由H型钢形成，插入部28的长度L1相对于梁14的凸缘14F的宽度尺寸设定为相等。插入部28的端部与端部构件30固定到梁12的端面。延伸材料32设置在延伸插入部分28的凸缘的位置。梁14被放置在柱之间，梁14的腹板14W 设有开口18，梁12的插入部分28将被插入其中。用于加强开口18的加强构件20连接到开口18的周边。版权所有（C）2012，JPO和INPIT

2. 发明专利

JP2011162982A Building 有权
标题翻译：建造
公开(公告)号：JP2011162982A
公开(公告)日：2011-08-25
申请号：JP2010025823
申请日：2010-02-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KAMIMURA MASAYUKI , HIGAKI AYUMI , KAWAI KANTA , HIRAI KEIICHI
IPC分类号： E04B1/19 , E04B1/24 , E04C3/08 , E04H5/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To increase the span of a truss beam in an open truss structure. SOLUTION: Truss beams 24 with a large span are installed between steel-framed columns 32. A steel-framed column 38 is installed between the steel-framed columns 32 adjacent to each other in the ridge direction (in the direction of arrow Y). A truss beam 40 is installed between the steel-framed columns 38. The floor of a clean room 16 is supported by the truss beams 24, 40. Thus, the bearing load of the truss beams 24, 40 is reduced, and the span of the truss beams 24, 40 can be increased. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：增加桁架结构中的桁架梁的跨度。
解决方案：在钢框架柱32之间安装有大跨度的桁架梁24.在钢框架柱32之间沿箭头方向（箭头方向）安装钢框架柱32 Y）。桁架梁40安装在钢框架柱38之间。洁净室16的地板由桁架梁24,40支撑。因此，桁架梁24,40的轴承载荷减小，可以增加桁架梁24,40。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2013130044A Ceiling structure 有权
标题翻译：天花板结构
公开(公告)号：JP2013130044A
公开(公告)日：2013-07-04
申请号：JP2011282269
申请日：2011-12-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MURAYAMA HIROSHI , ISHII KOICHI , TARUMIZU SOTOJI , TAKIZAWA MAKOTO , HIRAI KEIICHI
IPC分类号： E04B9/18 , E04B9/04
摘要： PROBLEM TO BE SOLVED: To reduce shaking generated in a suspended ceiling board.SOLUTION: A ceiling structure 10 comprises: suspension members 32 that are suspended from support members 26 bridged between beam members 16 and are connected to receiving members 38 to which ceiling boards 36 is attached; and pipe braces 148A-D which connect reinforcement pipes 142A and 142B for connecting the plurality of receiving members 38 and the support members 26.
摘要翻译：要解决的问题：减少在悬吊天花板中产生的晃动。解决方案：天花板结构10包括：悬挂在悬挂在梁构件16之间的支撑构件26上的悬挂构件32，并连接到接收构件38，顶板36 被附上; 以及连接多个接收构件38和支撑构件26的加强管142A，142B的管道支架148A-D。

4. 发明专利

JP2013130043A Ceiling structure 有权
标题翻译：天花板结构
公开(公告)号：JP2013130043A
公开(公告)日：2013-07-04
申请号：JP2011282243
申请日：2011-12-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店 , Okuju Co Ltd , 株式会社オクジュー
发明人： MURAYAMA HIROSHI , ISHII KOICHI , TARUMIZU SOTOJI , TAKIZAWA MAKOTO , HIRAI KEIICHI , HONDA SHINICHI
IPC分类号： E04B9/18
摘要： PROBLEM TO BE SOLVED: To provide a ceiling structure capable of setting a suspension member for suspending a ceiling board at various plane positions.SOLUTION: The ceiling structure can fix a connection member 54 for connecting a support member 26 to a beam member by pressing and fixing a flange part 64B and a receiving plate 56 to the beam member, to the beam member that is installed at a lower part of a building frame beam through the connection member provided with a portal member, at an arbitrary position in the beam member in a beam length direction, and also can prevent the support member from dropping from the beam member when the beam member sways at the time of earthquake and the like.
摘要翻译：要解决的问题：提供一种能够设置用于将天花板悬挂在各种平面位置的悬挂构件的天花板结构。解决方案：顶棚结构可以固定用于通过按压将支撑构件26连接到梁构件的连接构件54，将梁部件的凸缘部64B和接收板56固定在梁构件的任意位置处，安装在建筑物框架梁的下部的梁构件通过具有入口构件的连接构件梁长度方向，并且还可以防止在地震等时梁构件晃动时支撑构件从梁构件落下。

5. 发明专利

JP2014125850A Connection metal fitting and connection method 审中-公开
标题翻译：连接金属接头和连接方法
公开(公告)号：JP2014125850A
公开(公告)日：2014-07-07
申请号：JP2012285286
申请日：2012-12-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MURAYAMA HIROSHI , ISHII KOICHI , TARUMIZU SOTOJI , TAKIZAWA MAKOTO , HIRAI KEIICHI
IPC分类号： E04G7/14
摘要： PROBLEM TO BE SOLVED: To provide connection metal fittings that can suppress a pipe from being displaced in an axial direction and can be easily fitted to the pipe.SOLUTION: There are provided connection metal fittings including: a first base part on which one pipe is mounted from a radial direction; a first retainer which is pivoted on the first base part to be opened and closed and can retain the one pipe; first lock means of locking the first base part and first retainer; a second base part which is connected to the first base part and on which the other pipe is mounted from the radial direction; a second retainer which is pivoted on the second base part to be opened and closed and can retain the other pipe; lock means of locking the second base part and second retainer; and a through part which is formed in at least one of the first base part, first retainer, second base part, and second retainer, and penetrates the one pipe or the other pipe in the radial direction.
摘要翻译：要解决的问题：提供连接金属配件，其可以抑制管道沿轴向移动并且可以容易地装配到管道上。解决方案：提供连接金属配件，其包括：第一基座部分，一个管道从径向安装; 第一保持器，其在所述第一基部上枢转以被打开和关闭，并且可以保持所述一个管; 第一锁定装置，其锁定第一基部和第一保持器; 第二基部，其连接到所述第一基部，并且所述另一个管从所述径向方向安装在所述第二基部上; 第二保持器，其在第二基部上枢转以被打开和关闭，并且可以保持另一个管; 锁定装置，用于锁定第二基部和第二保持器; 以及形成在第一基部，第一保持器，第二基部和第二保持器中的至少一个中的贯通部，并且沿径向贯通一个管或另一个管。

6. 发明专利

JP2012112210A Earthquake-resisting wall and construction method of earthquake-resisting wall 审中-公开
标题翻译：地震电阻墙和地震电阻墙的施工方法
公开(公告)号：JP2012112210A
公开(公告)日：2012-06-14
申请号：JP2010263897
申请日：2010-11-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAI KEIICHI , UCHIDA TAKAO , MIYAUCHI YASUMASA , HIGAKI AYUMU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To improve the earthquake-resisting performance of an earthquake-resisting wall while suppressing the increase of costs.SOLUTION: By a headed stud 140 projected in another out-of-plane direction provided on a steel form 130, stress is transmitted between a reinforced concrete wall 110 and the steel form 130. Further, by a post-construction anchor 120, the stress is transmitted between the reinforced concrete wall 110 and a column 12 and a beam 14. That is, the steel form 130 and the reinforced concrete wall 110 are integrated by the headed stud 140, and the reinforced concrete wall 110, the column 12 and the beam 14 are integrated by the post-construction anchor 120. Thus, since the steel form 130 functions as an earthquake-resisting element, the earthquake-resisting performance of an earthquake-resisting wall 100 is improved while suppressing the increase of costs. Also, in a range in which the earthquake-resisting performance is secured, the thickness of the earthquake-resisting wall 100 is reduced compared to the case that this invention is not applied.
摘要翻译：要解决的问题：提高耐震墙的抗震性能，同时抑制成本的增加。解决方案：通过设置在钢板130上的另外的平面外方向上突出的头螺柱140，应力在钢筋混凝土壁110和钢板130之间传递。此外，通过后施工锚杆120 应力在钢筋混凝土壁110和柱12和梁14之间传递。也就是说，钢板130和钢筋混凝土墙110由头部螺柱140和钢筋混凝土壁110，柱 12，梁14由后施工锚定件120一体化。因此，由于钢板130作为抗震元件起作用，因此提高了抗震墙100的抗震性能，同时抑制了成本的增加。此外，在与不施加本发明的情况相比，在确保抗震性能的范围内，抗震壁100的厚度减小。版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2007100396A Beam-column connection structure 有权
标题翻译：梁柱连接结构
公开(公告)号：JP2007100396A
公开(公告)日：2007-04-19
申请号：JP2005291938
申请日：2005-10-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO AKIHISA , KAMIMURA MASAYUKI , UCHIYAMA MASATO , HIRAI KEIICHI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam-column connection structure between a steel framed reinforced concrete column and a steel beam.
SOLUTION: A column steel has a web plate which is thicker in thickness than a flange plate so as to rigidly connect the steel beam in a column steel strong axis direction thereto without using a diaphragm. The steel beam in a column steel weak axis direction has only its web connected to the column steel, and an embedded length of the steel beam in column concrete is set to a length that can rigidly connect the steel beam thereto.
COPYRIGHT: (C)2007,JPO&INPIT

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