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    • 1. 发明专利
    • Structural material and building
    • 结构材料与建筑
    • JP2012136939A
    • 2012-07-19
    • JP2012098587
    • 2012-04-24
    • Ohbayashi CorpTakenaka Komuten Co Ltd株式会社大林組株式会社竹中工務店
    • OKA HIDEOOHASHI HIROKAZUYAMAGUCHI JUNICHIHORI NAGAO
    • E04B1/94
    • PROBLEM TO BE SOLVED: To provide a structural material having a higher fire resistance capability and to provide a building using the same.SOLUTION: A building has: a load supporting section made of wood with enough strength to support a long-term load; a peripheral section which is arranged further outside than the load supporting section and exposed to an outside; and reinforcement members which are arranged at corner portions further outside than the load supporting section but not exposed to the outside. The reinforcement member is made of a material having a higher density after being carbonized than the member of the peripheral section, a high heat capacity material with a higher heat capacity than the member of the peripheral section, fire-retarded wood, or a heat insulation material which is also an incombustible material with a heat insulation property. The reinforcement member is arranged only at each corner portion.
    • 要解决的问题:提供具有较高耐火能力的结构材料并提供使用其的建筑物。 解决方案:建筑物有:由木材制成的承重支撑部分,其强度足以支撑长期载荷; 周边部分,其布置在负载支撑部分的外侧并暴露于外部; 以及加强构件,其布置在比负载支撑部分更靠外侧但不暴露于外部的拐角部分。 加强构件由碳化后的密度高于周边部件的材料制成,具有比周边部件的热容量高的高热容材料,阻燃木材或隔热材料 材料也是具有绝热性能的不燃材料。 加强构件仅布置在每个角部。 版权所有(C)2012,JPO&INPIT
    • 3. 发明专利
    • Structure and method for joining upstair and downstair columns together
    • 用于连接UPS和下沉柱的结构和方法
    • JP2008019652A
    • 2008-01-31
    • JP2006193255
    • 2006-07-13
    • Ohbayashi CorpTakenaka Komuten Co Ltd株式会社大林組株式会社竹中工務店
    • ABE YUTAKAOKA HIDEOOHASHI HIROKAZUYAMAGUCHI JUNICHIHORI OSAONIWA HIRONORI
    • E04B1/58E04B1/26E04B1/94
    • PROBLEM TO BE SOLVED: To provide a structure for joining upstair and downstair columns together, which can suppress fire spreading up to a position higher than a story floor, by separating a carbonizable layer of the upstair column and that of the downstair column from each other in a joint between the upstair and downstair columns.
      SOLUTION: This structure for joining the upstair and downstair columns 70 and 72 together comprises: a load bearing layer which is composed of wood; an unburned layer 20 which is arranged outside unburned layer in such a manner as to surround the load bearing layer; and the carbonizable layer 30 with a predetermined carbonization thickness, which is arranged outside the unburned layer. The structure has a base which is interposed between an upper end of the downstair column and a lower end of the upstair column. An area, brought into contact with the upper end of the downstair column and the lower end of the upstair column, of the base is positioned inside the outer peripheral edge of the unburned layer. A floor slab 60 is formed outside the base.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种用于将楼上柱和下层柱连接在一起的结构,其可以通过分离上部柱的可碳化层和下部柱的可分层来抑制火蔓延到高于故事层的位置 在楼上和下层之间的联系中相互联系。 解决方案:用于将上部和下部立柱70和72连接在一起的结构包括:由木材组成的承载层; 未燃烧层20,其以包围承载层的方式布置在未燃烧层外部; 和碳化层30,其具有预定的碳化厚度,其布置在未燃烧层的外部。 该结构具有基部,该基部插入在楼下柱的上端和上部立柱的下端之间。 与底座的下部柱的上端和上部立柱的下端接触的区域位于未燃烧层的外周边缘的内侧。 地板60形成在基座的外侧。 版权所有(C)2008,JPO&INPIT
    • 6. 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
    • 7. 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
    • 10. 发明专利
    • Floor slab structure and building having floor slab structure
    • 具有地板结构的楼板结构和建筑物
    • JP2009191584A
    • 2009-08-27
    • JP2008036465
    • 2008-02-18
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • KUMANO TOSHIHITOIGARASHI SHINYAMIYAZAKI KENICHIOKA HIDEOINOUE RYUTAKANEKO HIROFUMI
    • E04B5/02E04B1/82E04B1/98E04B5/43E04F15/20
    • PROBLEM TO BE SOLVED: To provide a floor slab structure damping vibration of a floor slab with suppressing the thickness of a slab, and a building having the floor slab structure.
      SOLUTION: The floor slab structure has one or a plurality of slab units installed on beam members, and the floor slab and the end of the slab unit along the installation direction or the ends of the adjoining slab units along the installation direction are spaced apart to form a clearance. That is, when a vibration is applied to the slab unit, the end of the slab unit along the installation direction makes relative displacement to the floor slab or another slab unit in the vertical direction (out-of-plane direction). Therefore, an viscoelastic member provided in the clearance makes a shearing deformation to absorb the vibration energy of the slab unit. The vibration of the slab unit is localized to give priority to the shearing strain of the viscoelastic member, and vibration energy absorption efficiency is raised. Thus, a floor impact sound or the like caused on a story below can be reduced.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种抑制板坯厚度的楼板坯件的楼板结构阻尼振动,以及具有楼板结构的建筑物。 解决方案:楼板结构具有安装在梁构件上的一个或多个板坯单元,沿着安装方向沿着安装方向或相邻板坯单元的端部的地板和板坯单元的端部是 隔开形成间隙。 也就是说,当对板坯单元施加振动时,沿着安装方向的板坯单元的端部在垂直方向(面外方向)上相对于楼板或另一板坯单元发生相对位移。 因此,设置在间隙中的粘弹性构件形成剪切变形以吸收板坯单元的振动能。 将板坯单元的振动定位为优先考虑粘弹性构件的剪切应变,并提高振动能量吸收效率。 因此,可以减少在下面的故事引起的地板撞击声等。 版权所有(C)2009,JPO&INPIT