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    • 4. 发明专利
    • Evacuation for structure
    • 取消结构
    • JP2014101728A
    • 2014-06-05
    • JP2012255842
    • 2012-11-22
    • Taisei Corp大成建設株式会社
    • KOTAKE TATSUYAHOSOZAWA OSAMUSHINOZAKI YOZOYAJIMA RYUTO
    • E04H9/14
    • PROBLEM TO BE SOLVED: To provide a structure for evacuation, which can be effectively utilized even under normal circumstances, which can be simply and inexpensively constructed, and which can secure an evacuee's safety on the occurrence of a flood, a tsunami and the like.SOLUTION: A structure 1 for evacuation includes a building body 2, a floating body 3 that is installed on the roof floor of the building body 2, and a connection part 4 that leads to the floating body 3 from the building body 2. The floating body 3 is made of a flat plate that has density enabling it to float on water. The connection part 4 moors the floating body 3 to the building body 2 when the floating body 3 floats.
    • 要解决的问题:提供即使在正常情况下可以有效利用的疏散结构,其可以简单且廉价地构造,并且可以在发生洪水,海啸等时确保撤离者的安全性。 解决方案:用于排空的结构1包括建筑物体2,安装在建筑物体2的屋顶地板上的浮体3和从建筑物体2通向浮体3的连接部分4.浮动 主体3由具有使其浮在水上的密度的平板制成。 当浮体3浮起时,连接部4使浮体3离开建筑物体2。
    • 5. 发明专利
    • Wall body, construction method of wall body and building
    • 墙体,墙体和建筑施工方法
    • JP2006090030A
    • 2006-04-06
    • JP2004277581
    • 2004-09-24
    • Taisei Corp大成建設株式会社
    • ITO TOYOOSASAKI MUTSUOSHIBAYAMA TETSUYAHOSOZAWA OSAMU
    • E04B2/86
    • PROBLEM TO BE SOLVED: To provide a wall body and a construction method thereof capable of simply and surely ensuring an interval between a pair of surface plates, additionally preventing the damage to the appearance even if the surface plate is used as a finished surface and a building having such a wall body.
      SOLUTION: The wall body comprises an external surface plate 10 (a first surface plate) having a plurality of through-holes 11, a plurality of spacers 30, 30, ... arranged so as to close the through-holes 11, an internal surface plate 20 (a second surface plate) opposed to the first external surface plate 10 by holding a plurality of spacers 30, 30, ... and a concrete placed between the external surface plate 10 and the internal surface plate 20, one end of each of the spacers 30 is fixed to the external surface plate 10 and, at the same time, the other end is fixed to the internal surface plate 20.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够简单且可靠地确保一对表面板之间的间隔的壁体及其施工方法,另外,即使将表面板用作成品,也能够防止外观损坏 表面和具有这种壁体的建筑物。 解决方案:壁体包括具有多个通孔11的外表面板10(第一表面板),多个间隔件30,30 ...,以便关闭通孔11 ,通过保持多个间隔件30,30和...以及置于外表面板10和内表面板20之间的混凝土而与第一外表面板10相对的内表面板20(第二表面板) 每个间隔件30的一端固定到外表面板10上,同时另一端固定在内表面板20上。(C)2006年,JPO&NCIPI
    • 6. 发明专利
    • BUOYANCY SUPPRESSING MECHANISM FOR STRUCTURE
    • JP2000073387A
    • 2000-03-07
    • JP24668298
    • 1998-09-01
    • TAISEI CORP
    • HOSOZAWA OSAMUFUKUSHIMA JUNICHIMASHIMA MASATOSAWADA ICHIROSHIMAMURA KOHEI
    • E02D31/08
    • PROBLEM TO BE SOLVED: To reduce the labor and time required for execution by installing water stop members for suppressing the intrusion of water into the ground below a structure to a water nonpermeable layer around the structure, and providing a well for pumping the water in the ground. SOLUTION: A structure 1 located at a low layer and having a wide plot area such as an athletic field is supported on the ground 4 having the surrounding underground water level 2 higher than that of the foundation surface 3 via piles. Piles filled with concrete inside are integrally connected by O-C type joints to surround the ground 4a below the structure 1, and they are installed to reach a water nonpermeable mudstone layer 11 from a sift layer 9 on the surface of the ground 4 through a gravel bed 10 to form a water stop steel pipe column line 5. A water level control well 12 reaching the gravel bed 10 from the foundation portion is provided at the bottom section of the structure 1, and the discharge pipe of the well 12 is guided to a spring water processing chamber 13 provided at the bottom section of the structure 1. The underground water pumped-up in the well l2 is drained to a drain path by a pump. The labor and time required for execution can be reduced.
    • 8. 发明专利
    • SUPPORT STRUCTURE OF DOME ROOF
    • JPH10219834A
    • 1998-08-18
    • JP3714197
    • 1997-02-05
    • TAISEI CORPTAKENAKA KOMUTEN CO
    • TANNO YOSHIOHOSOZAWA OSAMUYUKAWA MASAHIRONISHIKAWA KAORUNAKAI MASAYOSHISHIMAMURA KOHEI
    • E04B1/32E04B7/10E04C3/04E04H9/02
    • PROBLEM TO BE SOLVED: To reduce thrust transmission by fixing a lower end of a curved roof frame a center of which is formed high on a vertical support member, connecting upper and lower ends of the support member by overhanging a horizontal material at an intermediate position of this support member and pin-connecting leg parts of the support member. SOLUTION: Both lower ends of a curved roof frame 1 are fixed on vertical support members 2, ends of upper chord 11 of a truss are fixed on upper ends of the support members 2 and ends of lower chord 12 are fixed on intermediate parts of the support members 2. Thereafter, horizontal materials 3 are overhung to outsides of intermediate positions of the support members 2, and the truss is formed by connecting head ends of these horizontal materials 3 and upper and lower ends of the support members 2 to each other by diagonal member 4. Thereafter, the leg parts of the support members 2 which are vertically set are connected to lower part supports 5 with pins 51, and the lower part supports 5 arranged on a curve are connected and constrained by support tie beams 6 in the circumferential direction. Consequently, it is possible to reduce transmission of thrust to a lower part structure by roof dead weight in simple structure.
    • 9. 发明专利
    • VIBRATION DAMPER OF STEEL FRAMED CONSTRUCTION
    • JPH04312682A
    • 1992-11-04
    • JP7912991
    • 1991-04-11
    • TAISEI CORP
    • HOSOZAWA OSAMUOGURA KEIJISHINOZAKI YOZO
    • E04B1/24E04H9/02E04H9/14
    • PURPOSE:To facilitate a replacement of vibration damper members to maintain the effect of vibration damping by incorporating the unitized vibration damping members consisting of ultralow yielding point steel materials into a skeleton constituted of steel columns and beams. CONSTITUTION:Vibration damping members 3 of ultralow yielding point steel materials are incorporated into elements having high stress of members 4 and 5 of general steel materials in a rigid frame skeleton consisting of general steel columns 1 and beams 2. At that time, the vibration damping members 3 are unitized, rigid joints 6 with high strength bolts are provided between the members 4 and 5, and they are so mounted that they are capable of replacing. Plastic deformation is made in the vibration damping members 3 by stress caused in the time of repeated horizontal load such as wind, etc., so that energy such as wind, etc., is absorbed. According to the constitution, the vibration damping members 3 are so unitized that they are capable of replacing, and a fall in performance of the steel materials caused by fatigue and damage can be thereby prevented to maintain always the effect of vibration damping.