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31. 发明专利

JP2012007348A Floor slab 审中-公开
标题翻译：楼板
公开(公告)号：JP2012007348A
公开(公告)日：2012-01-12
申请号：JP2010143142
申请日：2010-06-23
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKA HIDEO , IGARASHI SHINYA , MIZUSHIMA YASUNORI
IPC分类号： E04B5/40 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To provide a floor slab capable of reducing the installation work of a truss reinforcement.SOLUTION: A metallic lower plate 12 is connected with metallic upper plates 14 and 16 disposed above the lower plate 12 so as to oppose a portion of the lower plate 12 using a truss reinforcement 18, and the plates are integrated with the truss reinforcement 18 by a core material U. Therefore, the number of the truss reinforcement 18 can be reduced and the installation work of the truss reinforcement 18 can be reduced.
摘要翻译：要解决的问题：提供能够减少桁架加强件的安装工作的楼板。
解决方案：金属底板12与设置在下板12上方的金属上板14和16连接，以便与桁架加强件18的下板12的一部分相对，并且板与桁架加强件18由芯材U.因此，可以减少桁架加强件18的数量，并且可以减小桁架加强件18的安装作业。版权所有（C）2012，JPO＆INPIT

32. 发明专利

JP2010275834A Floor structure, building, and floor structure repairing method 审中-公开
标题翻译：地板结构，建筑和地板结构修复方法
公开(公告)号：JP2010275834A
公开(公告)日：2010-12-09
申请号：JP2009132175
申请日：2009-06-01
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKA HIDEO , IGARASHI SHINYA , KUMANO TOSHIHITO , MIYAZAKI KENICHI , KANEKO HIROFUMI
IPC分类号： E04B5/43 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide floor structure, a building, and a floor structure repairing method, capable of enhancing the earthquake-proofness of the building without impairing habitability.
SOLUTION: This floor structure 16 includes the first floor slab 21 and the second floor slab 22. The first floor slab is formed of concrete, and the second floor slab 22 has a density lower than that of the first floor slab. The plurality of first floor slabs are arranged to transmit a shearing force to an earthquake-proof member 24 provided in the building 14, attaining a light-weighted floor structure 16.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供地板结构，建筑物和地板结构修复方法，能够增强建筑物的抗震性，而不损害居住性。解决方案：该楼层结构16包括第一层楼板21和第二层楼板22.第一层楼板由混凝土制成，第二层板22的密度低于第一层楼板的密度。多个第一层板被布置成将剪切力传递到设置在建筑物14中的抗震构件24，获得轻质地板结构16.版权所有（C）2011，JPO＆INPIT

33. 发明专利

JP2010265596A Construction method for structure 审中-公开
标题翻译：结构施工方法
公开(公告)号：JP2010265596A
公开(公告)日：2010-11-25
申请号：JP2009115438
申请日：2009-05-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SUGIUCHI AKIHIRO , AOKI MINORU , GOTO RYOTA , SUZUKI YOSHINORI , ITO MITSUO , KOSAKA NORIO , IGARASHI SHINYA
IPC分类号： E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a structure that can be constructed without having an influence of construction work on an influenced zone influenced by the construction work of the structure.
SOLUTION: The construction method for a building 10 includes steps for constructing outside skeletons 30, 32 facing the influenced zones B1, B2, underground, and pushing up or pulling up the constructed outside skeletons 30, 32 to the ground. Since the outside skeletons 30, 32 adjacent to the influenced zones B1, B2 influenced by the construction work are constructed underground, the building 10 can be constructed without influencing the building 10 by dust scatter, noise, or the like associated with construction work.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构的施工方法，该结构可以在不受施工作业影响的影响区域施加影响的情况下构建。解决方案：建筑物10的施工方法包括用于构造面向受影响区域B1，B2，地下的外部骨架30,32的步骤，并且将构造的外部骨架30,32推向或拉出到地面。由于受施工作业影响的受影响区域B1，B2相邻的外侧骨架30,32构造在地下，所以可以构造建筑物10而不影响建筑物10与建筑工作相关的灰尘散射，噪声等。版权所有（C）2011，JPO＆INPIT

34. 发明专利

JP2010047936A Floor slab, method of manufacturing floor slab, and building 有权
标题翻译：地板，制造地板的方法和建筑物
公开(公告)号：JP2010047936A
公开(公告)日：2010-03-04
申请号：JP2008211854
申请日：2008-08-20
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKA HIDEO , MIYAZAKI KENICHI , KANEKO HIROFUMI , IGARASHI SHINYA , KUMANO TOSHIHITO
IPC分类号： E04B5/40 , E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a lightweight floor slab having a predetermined out-of-plane rigidity, a method of manufacturing the floor slab, and a building having the floor slab. SOLUTION: In the floor slab 10, an upper plate 16 is disposed over a lower plate 14 projecting downward, and buckling prevention means 18 are provided to the lower surface of the upper plate 16. A core 20 is formed of a lightweight material U between the lower plate 14 and the upper plate 16. Consequently, the weight of the floor slab 10 can be reduced, and the predetermined out-of-plane rigidity can be provided to the floor slab. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供具有预定的平面外刚度的轻质楼板，制造地板的方法和具有楼板的建筑物。解决方案：在地板10中，上板16设置在向下突出的下板14上，并且在上板16的下表面上设置有防扭曲装置18.芯20由轻质的材料U在下板14和上板16之间。因此，可以减少楼板10的重量，并且可以向楼板提供预定的平面外刚度。版权所有（C）2010，JPO＆INPIT

35. 发明专利

JP2009249900A Precast concrete beam member, and laminated beam 审中-公开
标题翻译：预制混凝土梁和层压梁
公开(公告)号：JP2009249900A
公开(公告)日：2009-10-29
申请号：JP2008098676
申请日：2008-04-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAZAKI KENICHI , SUZUKI YASUSUKE , IGARASHI SHINYA , OKA HIDEO
IPC分类号： E04B1/21 , E04C3/20
摘要： PROBLEM TO BE SOLVED: To provide a PCa beam member eliminating a need for concrete placing at a construction site, and to provide a laminated beam. SOLUTION: The PCa beam member 10 is arranged with the width direction of the board placed vertically, formed to be a flat plate having a thickness T, formed to have a stepped part 11 with a reduced thickness at the end, and provided with a steel plate 44 on the stepped part 11. A plurality of joint plates 18 extend outward from a joint of a column 16 in the direction of the PCa beam member 10 and parallel to the PCa beam member 10. The steel plate 44 of the PCa beam member 10 and the joint plates 18 are overlapped each other. Joint holes 22 formed at the joint plates 18 and through-holes 14 of the steel plate 44 are aligned, respectively, and bolts 20 are inserted. The steel plates 44 of a plurality of the PCa beam members 10 are joined to the joint plates 18 in sequence in the same manner. After all of the steel plates 44 of the PCa beam members 10 to be joined are overlapped, the bolts 20 are fixed with nuts 21. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种PCa梁构件，其不需要在施工现场进行混凝土浇筑，并提供层压梁。解决方案：PCa梁构件10布置成垂直放置的板的宽度方向，形成为具有厚度T的平板，形成为在端部具有减小的厚度的台阶部11，并且设置在台阶部分11上具有钢板44.多个接头板18从柱16的接头沿PCa梁构件10的方向向外延伸并平行于PCa梁构件10.钢板44 PCa梁构件10和接合板18彼此重叠。在钢板44的接合板18和通孔14上形成的接合孔22分别对准，插入螺栓20。多个PCa梁构件10的钢板44以相同的方式依次接合到接合板18。在要连接的PCa梁构件10的所有钢板44重叠之后，螺栓20用螺母21固定。版权所有（C）2010，JPO＆INPIT

36. 发明专利

JP2008215398A Laminated rubber bearing body 有权
标题翻译：层压橡胶轴承体
公开(公告)号：JP2008215398A
公开(公告)日：2008-09-18
申请号：JP2007050024
申请日：2007-02-28
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： IGARASHI SHINYA , SUZUKI YASUSUKE
IPC分类号： F16F1/40 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a laminated rubber bearing body for measuring the thickness of a rubber layer and an inclination of a hard plate, after manufacture. SOLUTION: The hard plate 16 and the rubber layer 18 are alternately laminated between an upper flange 12 and a lower flange 14. A mark 22 is arranged on a side surface of the upper flange 12, the lower flange 14 and the hard plate 16. Thus, the thickness of the respective rubber layers 18 of the laminated rubber bearing body 10, an inclination of the upper flange 12 and an inclination of the respective hard plates 16, are measured after manufacturing the laminated rubber bearing body 10 with the mark 22 arranged on the side surface of the upper flange 12, the lower flange 14 and the hard plate 16 as a measuring reference point, and whether or not these measured values are within a design allowable value, can be confirmed. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：制造后，提供用于测量橡胶层厚度和硬板倾斜度的层压橡胶支承体。解决方案：硬板16和橡胶层18交替层压在上凸缘12和下凸缘14之间。标记22布置在上凸缘12的侧表面上，下凸缘14和硬凸缘14 因此，层压橡胶支承体10的各橡胶层18的厚度，上凸缘12的倾斜度和各个硬板16的倾斜度是在制造叠层橡胶支承体10之后测量的可以确认布置在上凸缘12的侧表面上的标记22，下凸缘14和硬板16作为测量基准点，以及这些测量值是否在设计允许值内。版权所有（C）2008，JPO＆INPIT

37. 发明专利

JP2007120080A Tower structure 有权
标题翻译：塔式结构
公开(公告)号：JP2007120080A
公开(公告)日：2007-05-17
申请号：JP2005311417
申请日：2005-10-26
申请人： Takenaka Doboku Co Ltd , Takenaka Komuten Co Ltd , 株式会社竹中土木 , 株式会社竹中工務店
发明人： IGARASHI SHINYA , SUGATA MASAHIRO , YUKAWA MASAHIRO , HABASAKI ATSUSHI , KAWANISHI HIROSHI , KAWARABAYASHI HIDEAKI
IPC分类号： E04H12/12
摘要： PROBLEM TO BE SOLVED: To provide a tower structure formed in a polygon when viewed from above and as high as approximately 60 to 100 m or higher from the ground.
SOLUTION: The ground portion 11 of this tower structure is formed in a polygon with corners of even number when viewed from above. The apex part 10 thereof is formed in a polygon with corners of N in quantity which is half that of the ground portion 11 when viewed from above. A rectangular flat surface 1 in which the length of one side of the polygon forming the apex part 10 is made equal up to the ground portion 11 is formed as the outer surface of the polygon of the ground portion 11 on the alternate sides. The outer surfaces of the polygon of the ground portion 11 on the other sides are formed as triangular flat surfaces 2 in which the corner part 12 of the polygon of the apex part 10 positioned just above that outer surface is the apex angle. The tower-like outer surfaces are formed by the combination of the rectangular flat surfaces 1 with the triangular flat surfaces 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供从上方观察时形成在多边形中的塔架结构，并且从地面高达约60至100μm或更高。解决方案：当从上方观察时，该塔架结构的接地部分11形成为具有偶数角的多边形。其顶点部分10形成为多边形，其角度为N，其数量是从上方观察时为接地部分11的角度的一半。将形成顶点部分10的多边形的一侧的长度设置成等于接地部分11的矩形平面1形成为交替侧的接地部分11的多边形的外表面。另一侧的接地部11的多边形的外表面形成为三角形平坦面2，顶面部10的位于正上方的顶点的多边形的角部12为顶角。塔状外表面由矩形平面1与三角形平面2的组合形成。版权所有（C）2007，JPO＆INPIT

38. 发明专利

JP2002256713A BUILDING 失效
公开(公告)号：JP2002256713A
公开(公告)日：2002-09-11
申请号：JP2001052437
申请日：2001-02-27
申请人： TAKENAKA KOMUTEN CO
发明人： KIMURA KOZO , YASUI IZUMI , HIROSE RYUTA , IGARASHI SHINYA
IPC分类号： E04H1/00 , E04H15/54
摘要： PROBLEM TO BE SOLVED: To provide a building capable of being shaded from sunlight by generating mist at a sunlight-transmissible part only when the house is shaded from sunlight. SOLUTION: The building has a sunlight-transmissible part and a sunlight shading device provided on the indoor space side of the sunlight-transmissible part. The sunlight shading device comprises a mist generator for generating mist toward the sunlight-transmissible part, and a control device for controlling the mist generator.

39. 发明专利

JP2000097285A HORIZONTAL RESISTANCE RUBBER ISOLATOR 失效
公开(公告)号：JP2000097285A
公开(公告)日：2000-04-04
申请号：JP26607398
申请日：1998-09-21
申请人： TAKENAKA KOMUTEN CO
发明人： IGARASHI SHINYA , FUKAO KOZO
IPC分类号： F16F15/08
摘要： PROBLEM TO BE SOLVED: To enhance a proof stress by inhibiting a deformation at the time of applying a horizontal load without impairing an originally appropriate and vertical rigidity by providing a shearing resistant material in a vibration preventing rubber. SOLUTION: A horizontal resistance rubber isolation body 1 has a constitution that circular mounting plates 3 are adhered to upper and lower ends of a cylindrical rubber isolation body 2 as a base and is constituted by providing a plurality of shearing resistant materials 4 resisting to a horizontal load inside the vibration preventing rubber body 2. The shearing resistant materials 4 are disposed at a brace crossing in two directions from the view of the front direction and is built in. As the shearing resistant materials 4, bars such as a steel bar, a steel wire and a wire and plates such as a thin plate and a fiber sheet and film (glass fiber) are used. Thereby, a proof stress can be enhanced by inhibiting a deformation at the time of applying a horizontal load without impairing an originally appropriate and vertical rigidity.

40. 发明专利

JPH11270176A HANGING BASE ISOLATION METHOD OF STRUCTURE 失效
公开(公告)号：JPH11270176A
公开(公告)日：1999-10-05
申请号：JP7548698
申请日：1998-03-24
申请人： HIGASHI NIPPON RYOKAKU TETSUDO , TAKENAKA KOMUTEN CO
发明人： OSAKO KATSUHIKO , MIYAZAKI KAZUO , KUNIHIRO HITOSHI , YAMASHITA HIRONOBU , FUKAO KOZO , ABE TAKAYUKI , IGARASHI SHINYA
IPC分类号： E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To lengthen the period and insure necessary and sufficient self damping function by hangingly supporting a base isolation structure with a plurality of hanging members setting two pieces V-shapedly arranged so that the width of upper hanging points are made wider than the width of lower hanging points into one set. SOLUTION: Vibration proof materials are provided between the upper hanging points 2a of hanging members 2 and the connecting members 7 of a main structure 1, and propagation of vibration from the main structure 1 to a base isolation structure 3 is intercepted by the upper hanging points 2a. Further, a displacement control damper 6 is provided between the fixed point on the ground 8 side and the base isolation structure 3. As a result, damping force acts on the structure. Pulleys fitted to the base isolation structure 3 are made to be lower hanging points 2b, the hanging members 2 are wrapped on them to hangingly support the base isolation structure 3, and the width of the upper hanging points 2a, 2a is enlarged. Accordingly, the horizontal displacement of the base isolation structure 3 is accompanied with rotation of the pulleys, fixed intensity of tension is always applied to the full length of the hanging member 2, so as to prevent the tension side and the compression side from simultaneously generating on the hanging member 2. Hereby, the hanging base isolation construction applied with self damping function can be realized.

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