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1. 发明专利

JP2011231547A Ceiling slab structure 审中-公开
标题翻译：天花板结构
公开(公告)号：JP2011231547A
公开(公告)日：2011-11-17
申请号：JP2010103908
申请日：2010-04-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MUTO HAJIME , HIROSHIGE TAKAAKI , ITO TOSHIAKI , KURUMADO JOJI , ISHIKAWA SHUJI , KOBUKI TATSUYA , HIRANO KATSUHIKO
IPC分类号： E04B5/48 , E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a ceiling slab structure which installs concaves for storing facilities in ceiling slabs and is able to provide wide space without changing floor heights.SOLUTION: The ceiling slab structure includes a base layer 2 consisting of a plurality of rectangular one-way slabs 4 and at least one closing plate 16. Both ends in one direction along one side of two sides adjacent to each other of the one-way slabs are formed as fixed ends 8 supporting with a structure part of a building and remaining ends are arranged in another side direction as non-fixed ends. A clearance, whose length is shorter than another side of the one-way slabs, is provided between mutually opposed end faces on non-fixed ends 10 of at least two one-way slabs. The closing plates are installed over substantially whole length of one side of each of the one-way slabs between upper parts of the non-fixed ends. Storage concaves 18 opening downward to store various facilities are formed with the undersurface of the closing plates and the mutually opposed end faces of two one-way slabs at the lower portion of the closing plate.
摘要翻译：要解决的问题：提供一种天花板结构，其将用于将设备存储在天花板中的凹槽，并且能够在不改变地板高度的情况下提供宽广的空间。解决方案：顶板结构包括由多个矩形单向板4和至少一个封闭板16组成的基层2.两个端部沿着彼此相邻的两个侧面的一个侧面单向平板形成为以建筑物的结构部分支撑的固定端8，并且剩余端部沿另一侧方向排列为非固定端。长度比单向板的另一侧短的间隙设置在至少两个单向板的非固定端10上的彼此相对的端面之间。闭合板在非固定端部的上部之间安装在每个单向板的一侧的基本上整个长度上。向下开放以存储各种设施的存储凹部18形成有封闭板的下表面和在封闭板的下部处的两个单向板的相对的端面。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2010255324A Vibration control structure for building 审中-公开
标题翻译：振动控制结构
公开(公告)号：JP2010255324A
公开(公告)日：2010-11-11
申请号：JP2009107415
申请日：2009-04-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ITO HIDEYUKI , HIROSHIGE TAKAAKI , ISHIKAWA TOMOAKI , YAMAZAKI KAZUHIRO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure for a building which is rational, can eliminate waste, and is excellent in workability with no loss of living space using a contrivance in the installation part of a vibration control unit (a vibration control device) such as substituting the weight of a bouncing slab (a floor slab) which is a constituent member of a building frame for the weight (a mass) of the TMD.
SOLUTION: The vibration control structure of the building is constituted by providing the vibration control unit 9 on the exterior wall surface of the building 10. The vibration control unit 9 consists of a bouncing beam 1, the bouncing slab 3, a damping means, and a periodic adjusting spring. The bouncing slab 3 is provided above the bouncing beam 1 through the medium of an isolator 2 so that it can undergo horizontal displacement. One end of both the damping means and the periodic adjusting spring is connected to the bouncing beam 1, and the other end of both the damping means and the periodic adjusting spring is connected to the bouncing slab 3.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供合理的振动控制结构，可以消除浪费，并且在振动控制单元（a）的安装部分中使用设计而不损失生活空间的可操作性优异振动控制装置），例如代替作为建筑物框架的构成部件的弹跳板（楼板）的重量作为TMD的重量（质量）。解决方案：建筑物的振动控制结构通过在建筑物10的外壁表面上设置振动控制单元9而构成。振动控制单元9由弹跳梁1，弹跳板3，阻尼手段和定期调整弹簧。弹跳板3通过隔离器2的介质设置在弹跳梁1的上方，使其能够经受水平位移。阻尼装置和周期性调节弹簧的一端连接到弹跳梁1，两个阻尼装置和周期性调节弹簧的另一端连接到弹跳板3上。版权所有（C） 2011年，JPO＆INPIT

3. 发明专利

JP2009057745A Joint structure of different-diameter steel pipe column 审中-公开
标题翻译：不锈钢管柱接头结构
公开(公告)号：JP2009057745A
公开(公告)日：2009-03-19
申请号：JP2007225926
申请日：2007-08-31
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA TOMOAKI , HIROSHIGE TAKAAKI , YAMAZAKI KAZUHIRO
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a joint structure of a different-diameter steel pipe column, in which an upper column composed of a steel pipe with an outside diameter smaller than that of a lower column is erected onto a beam joint position of the lower column composed of a steel pipe, and joined to it in such a manner that discrepant stress is not caused.
SOLUTION: A joint metal 5, which is constituted by splitting the steel pipe, is applied almost throughout a perimeter along an outer peripheral surface of the upper column 2, on the leg portion of the upper column 2 which is erected on the top surface of an upper diaphragm 3 in the beam joint position. The joint metal 5, the upper column 3 and the upper column 2 are integrally joined together by welding so that the discrepant stress cannot be caused.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种不同直径的钢管柱的接头结构，其中由外径小于下列钢管的钢管构成的上柱竖立在梁接头位置的下管由钢管组成，并且以不会产生不同的应力的方式与其接合。解决方案：通过分割钢管构成的接头金属5几乎在上列2的外周面的整个周边上施加在竖立在上柱2上的上柱2的腿部上上梁3的上表面处于梁接头位置。接合金属5，上柱3和上柱2通过焊接一体地接合在一起，从而不能产生不一致的应力。版权所有（C）2009，JPO＆INPIT

4. 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。

5. 发明专利

JP2012112152A Structure bearing device, structure, and structure rebuilding method 审中-公开
标题翻译：结构轴承装置，结构和结构重建方法
公开(公告)号：JP2012112152A
公开(公告)日：2012-06-14
申请号：JP2010261032
申请日：2010-11-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YONEDA SO , HIROSHIGE TAKAAKI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To secure habitability of an upper structure and to prevent destruction of a lower structure.SOLUTION: Lower and upper structures 14 and 16 are connected to a pin bearing portion 22 that is provided between the lower and upper structures 14 and 16 and that transfers an axial load of the upper structure 16 to the lower structure 14. A structure bearing device comprises a shear pin 50 that makes the upper structure 16 turnable around the pin bearing portion 22 by releasing a connected state when a horizontal force equal to or greater than a preset horizontal force acts on the upper structure 16.
摘要翻译：要解决的问题：确保上部结构的适应性，并防止下部结构的破坏。解决方案：下部和上部结构14和16连接到设置在下部结构14和上部结构16之间的销轴承部分22，并将上部结构16的轴向载荷传递到下部结构14。结构轴承装置包括剪切销50，当剪力等于或大于预设水平力的水平力作用在上部结构16上时，通过释放连接状态，使得上部结构16能够围绕销轴承部22转动。（C）2012，JPO＆INPIT

6. 发明专利

JP2012046991A Composite beam, building, and construction method for composite beam 有权
标题翻译：复合梁，建筑物和复合梁结构方法
公开(公告)号：JP2012046991A
公开(公告)日：2012-03-08
申请号：JP2010191428
申请日：2010-08-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ITO TOSHIAKI , HANEDA SEKIYUKI , TAMURA AKIO , HIROSHIGE TAKAAKI , MUTO HAJIME
IPC分类号： E04B1/30 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To obtain a composite beam capable of dispensing with a binder, a building, and a construction method for the composite beam.SOLUTION: A composite beam 20 includes: an H-shaped steel beam 22; web concrete 34 which is constructed integrally with a low flange 26 at a spacing with respect to an upper flange 24 of the beam 22; precast slab concrete 16 which has an end erected on the top surface of the web concrete 34; and a filler 30 which is infilled between the web concrete 34 and the upper flange 24 and which makes a top surface of the upper flange 24 flush with a finished surface of the slab concrete 16. In this case, since the composite beam 20 has the slab concrete 16 made in a precast manner, the composite beam 20 can bear a load acting on the slab concrete 16, even in the absence of the binder, for example, by presetting the thickness of the slab concrete 16 great enough to bear the load. Thus, the binder can be dispensed with in construction of a building 10.
摘要翻译：要解决的问题：获得能够分配粘合剂，建筑物和复合梁的施工方法的复合梁。解决方案：复合梁20包括：H形钢梁22; 网状混凝土34与低边缘26一体地构造成相对于梁22的上凸缘24间隔; 预制板坯混凝土16，其端部竖立在腹板混凝土34的顶表面上; 以及填充物30，其填充在网状混凝土34和上凸缘24之间，并且使上凸缘24的顶表面与板坯混凝土16的精加工表面齐平。在这种情况下，由于复合梁20具有板坯混凝土16以预制的方式制成，即使在不存在粘合剂的情况下，复合梁20也可以承受作用在板坯混凝土16上的载荷，例如通过将板坯混凝土16的厚度预先设定得足够大以承受载荷。因此，在建筑物10的结构中可以省去粘合剂。版权所有：（C）2012，JPO＆INPIT

7. 发明专利

JP2011256575A Composite beam structure 有权
标题翻译：复合梁结构
公开(公告)号：JP2011256575A
公开(公告)日：2011-12-22
申请号：JP2010131053
申请日：2010-06-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ISHIKAWA YUJI , MIYAUCHI YASUMASA , UEDA HIROYUKI , HIROSHIGE TAKAAKI
IPC分类号： E04C3/293 , E04B1/22 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a composite beam structure capable of resisting the vertical load of a long-span structure.SOLUTION: A composite beam 14 has: a reinforced-concrete beam member 15; beam steel frames 28 joined to junctions 40 embedded in both ends of the beam member 15 and provided on pillars 12, respectively; and PC steel wires 34 provided from one end of the beam member 15 to the other end thereof and introducing compressive force to the beam member 15. Because the beam steel frames 28 are embedded in the both ends of the beam member 15 respectively and thus the beam steel frames 28 and the beam member 15 are joined together, then the PC steel wires require no prestress force for joining the beam member 15 and the beam steel frames 28 together and the prestress force can be freely set. Therefore, even if the required span of the composite beam 14 becomes longer, the prestress force required for the beam member 15 can be introduced by the PC steel wires 34 and the composite beam 14 can resist the vertical load of a long-span structure.
摘要翻译：要解决的问题：提供能够抵抗长跨度结构的垂直载荷的复合梁结构。解决方案：复合梁14具有：钢筋混凝土梁构件15; 梁钢框架28分别连接到嵌入在梁构件15的两端的接合点40，并分别设置在柱12上; 以及从梁构件15的一端向其另一端设置的PC钢丝34，并且向梁构件15施加压缩力。由于梁钢框架28分别嵌入梁构件15的两端，因此，梁钢框架28和梁构件15连接在一起，则PC钢丝不需要用于将梁构件15和梁钢框架28接合在一起的预应力，并且可以自由地设定预应力。因此，即使复合梁14的所需跨距变长，梁构件15所需的预应力也可以由PC钢丝34引入，复合梁14能抵抗长跨度结构的垂直载荷。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2006118219A Extension method 有权
标题翻译：扩展方法
公开(公告)号：JP2006118219A
公开(公告)日：2006-05-11
申请号：JP2004307310
申请日：2004-10-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SEKI MITSUO , HIROSHIGE TAKAAKI , SONE TAKAYUKI , TANAKA RYUKICHI , INOUE KAZUHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a new construction and extension method utilizing a roof space of an existing building of medium/low-rise.
SOLUTION: Extension building columns bound at required points are built up from a foundation to the uppermost floor of the existing building along outer peripheral columns of the existing building, and a base isolating device is installed at the top of each extension building column. Extension building girders 8 are laid to be supported by the base isolating devices and to straddle the existing building, and an extension building is built on the extension building girders.
COPYRIGHT: (C)2006,JPO&NCIPI

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