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    • 1. 发明专利
    • Column and building
    • 柱和建筑
    • JP2010007250A
    • 2010-01-14
    • JP2008164541
    • 2008-06-24
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MIYAZAKI KENICHIYAMAZAKI KENJIUSAMI TORUKANEKO HIROFUMIOHATA KATSUTO
    • E04B1/24E04C3/32
    • 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
    • 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
    • 2. 发明专利
    • Beam material, combined beam material, and column-beam connection structure
    • 梁材料,组合梁材料和柱梁连接结构
    • JP2009007902A
    • 2009-01-15
    • JP2007172501
    • 2007-06-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MIYAZAKI KENICHIUSAMI TORUKANEKO HIROFUMIYAMAZAKI KENJI
    • E04C3/07E04B1/24E04B1/58
    • 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
    • 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
    • 5. 发明专利
    • Floor slab and building
    • 地板和建筑
    • JP2010265691A
    • 2010-11-25
    • JP2009118841
    • 2009-05-15
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • OKA HIDEOIGARASHI SHINYAKUMANO TOSHIHITOMIYAZAKI KENICHIKANEKO HIROFUMI
    • E04B5/02
    • PROBLEM TO BE SOLVED: To provide a lightweight floor slab with specific antiplane rigidity, and a building which includes this floor slab.
      SOLUTION: In this floor slab 10, a core section 18 is formed between a metal lower plate 16 and a metal upper plate 20 arranged on top of this lower plate 16. At least either one of the lower plate 16 or the upper plate 20 is smaller in its area facing the core section 18 than the area of upper side or lower side on the core section 18. Thereby, the floor slab 10 has a certain sandwich structure as an integrated combination of the lower plate 16, the core section 18 and the upper plate 20 so as to acquire specific antiplane rigidity.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供具有特定抗平面刚度的轻质地板,以及包括该楼板的建筑物。 解决方案:在该楼板10中,在金属下板16和布置在该下板16的顶部的金属上板20之间形成芯部18。下板16或上板 板芯20的面积比芯部18的面积小于芯部18上的上侧或下侧的面积。由此,落地板10具有一定的夹层结构,作为下板16,芯部 部分18和上板20,以获得特定的抗平面刚度。 版权所有(C)2011,JPO&INPIT
    • 6. 发明专利
    • Pneumatic film structure
    • 气动膜结构
    • JP2007169924A
    • 2007-07-05
    • JP2005365727
    • 2005-12-20
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • OKA HIDEOABE YUTAKAMIYAZAKI KENICHIYAMAMOTO SHUICHIYUKAWA MASAHIRO
    • E04H15/22E04H15/58
    • PROBLEM TO BE SOLVED: To provide a pneumatic film structure which always maintains an inclination for draining rainwater, scarcely allow rainwater to stagnate, and is free from occurrence of a so-called ponding phenomenon. SOLUTION: According to the pneumatic structure, a thrusting structure is formed on a circumferential cable or a ring truss. In the thrusting structure, upper ends of a plurality of compression members are connected to the cable or the ring truss, and lower ends of the same are bound by a tension ring. Then a tension member is connected to the lower end of each compression member so as to be radially arranged and to secure a hoisting fulcrum at a location higher than the lower end of the compression member. Thus by pulling the tension member to lift up the compression member, and by thrusting the cable or the ring truss, a film member around the cable or the ring truss is inflated upward. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供一种始终保持排水雨水倾向的气膜结构,几乎不允许雨水停滞,并且没有发生所谓的沉淀现象。

      解决方案:根据气动结构,在周向电缆或环形桁架上形成推力结构。 在推压结构中,多个压缩构件的上端连接到电缆或环形桁架,并且其下端由张紧环结合。 然后,张力构件连接到每个压缩构件的下端以便径向布置,并且将提升支点固定在高于压缩构件的下端的位置。 因此,通过拉动张紧构件以提升压缩构件,并且通过推动电缆或环形桁架,围绕电缆或环形桁架的薄膜构件向上膨胀。 版权所有(C)2007,JPO&INPIT

    • 9. 发明专利
    • Construction method for structure using panel unit
    • 使用面板单元的结构构造方法
    • JP2003301517A
    • 2003-10-24
    • JP2002108482
    • 2002-04-10
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • OKA HIDEOTANIGUCHI HAJIMEMIYAZAKI KENICHI
    • E04B1/32E04B7/02E04C2/38
    • PROBLEM TO BE SOLVED: To provide a method for constructing a dome-like roof, the other large-span roofs or a wall of a building having a wide area. SOLUTION: In this panel unit 3, an in-plane stiffener member is disposed in a frame surface of a peripheral frame, the end part thereof is connected to a blade material positioned outside the peripheral frame, foam resin is filled under high pressure in a metal thin plate forming the upper and lower surfaces within a frame surface of the peripheral frame to apply fixed film tension to the metal thin plate. In the panel units 3 adjacent to each other, rod material nodes 2a, 2b are disposed between the confronting peripheral frames, the confronting peripheral frames are fastened to each other with the rod nodes 2a, 2b interposed between them by common bolts and nuts and united into one body to construct a structure frame 2, and the blade materials of the panel unit 3 are connected to the node steel plate to construct a structure. COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种用于构造圆顶状屋顶,其他大跨度屋顶或具有广泛面积的建筑物的墙壁的方法。 解决方案:在该面板单元3中,在周边框架的框架表面中设置有平面内的加强件,其端部连接到位于外围框架外部的刮刀材料,泡沫树脂填充在高度 在周边框架的框架表面内形成上表面和下表面的金属薄板中的压力,以将金属薄膜张力施加到金属薄板上。 在彼此相邻的面板单元3中,杆材料节点2a,2b设置在相对的周边框架之间,相对的周边框架通过公共螺栓和螺母将棒节点2a,2b彼此固定在它们之间并且联合 构成一体构造框架2,将面板单元3的叶片材料与节点钢板连接构成结构。 版权所有(C)2004,JPO