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    • 3. 发明专利
    • Cutting and dismantling method and cutting and dismantling apparatus of large cylindrical structure made of reinforced concrete or the like
    • 加固混凝土大型圆柱结构的切割和切割方法和切割和分离装置
    • JP2014059159A
    • 2014-04-03
    • JP2012202779
    • 2012-09-14
    • Takenaka Komuten Co Ltd株式会社竹中工務店Takenaka Doboku Co Ltd株式会社竹中土木Japan Atom Power Co Ltd:The日本原子力発電株式会社
    • SUZUKI MINORUTAKAJI KAZUHIKOKONISHI YUUKIFUTANAKA KOICHIROSUGATA MASAHIROHOSHINO HARUOIWATA TAKEHIROYOSHINO KEIZABUROFUJII SATORUNAKATSUJI MASAYUKI
    • G21F9/30G21C19/02
    • PROBLEM TO BE SOLVED: To provide a cutting and dismantling method for cutting and dismantling a reactor from a lower part adjacent to a reactor core where radiation level is high while lifting upper part of a shielding wall of the reactor and a wire saw type cutting and dismantling apparatus used for implementation of the method.SOLUTION: The wire saw type cutting and dismantling apparatus includes: an U-shaped guide frame with an upper part opened wider than a thickness of wall of a large cylindrical structure for allowing a wire saw to run around on the guide frame, and the frame is arranged to perform auto travel in a longitudinal direction along a track. The wire saw runs crossing the U-shaped guide frame with an upper part opened horizontally, and the U-shaped part is arranged to perform parallel movement vertically. The wire saw type cutting and dismantling apparatus is carried in to a work floor and is disposed so that the upper opened U-shaped guide frame receives a lower end portion of the large cylindrical structure. The wire saw is driven to travel around the frame and perform vertical movement upward to cut the wall vertically as well as to cut the wall horizontally by moving the U-shaped guide frame along the track while maintaining the height of the wire saw, and subsequently, to perform a vertical cutting by shifting the wire saw downward to cut off the part of the structure.
    • 要解决的问题:提供一种切割和拆除方法,用于从靠近反应堆堆芯的下部部分切割和拆除反应堆,其中辐射水平较高,同时提升反应堆的屏蔽壁的上部和线锯式切割, 用于实施该方法的拆卸装置。解决方案:线锯式切割和拆除装置包括:U形引导框架,其上部开口宽于大圆柱结构的壁厚,以允许线锯运行 围绕引导框架,并且框架布置成沿着轨道在纵向方向上执行自动行进。 线锯穿过U形引导框架,上部水平放置,并且U形部件布置成垂直地平行移动。 线锯式切割和拆除装置被运送到工作台上,并且被布置成使得上部开口的U形引导框架容纳大的圆柱形结构的下端部。 线锯被驱动以围绕框架行进,并且向上垂直运动以垂直切割壁,并且通过沿着轨道移动U形引导框架来水平地切割壁,同时保持线锯的高度,并且随后 ,通过向下移动线锯来执行垂直切割以切断结构的一部分。
    • 5. 发明专利
    • Steel frame cutter
    • 钢框架切割机
    • JP2007146571A
    • 2007-06-14
    • JP2005345058
    • 2005-11-30
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • HOSHINO HARUOISHIKAWA YOSHIHIRO
    • E04G23/08B23K7/00B23K10/00
    • PROBLEM TO BE SOLVED: To provide a steel frame cutter used in cutting and disassembling the steel frame of structure (building).
      SOLUTION: Slide frames extruding in opposite directions are provided expandably in the axial direction at a main body frame suspended by a crane, and steel frame clamps supporting the steel frame to be cut are provided and opened at intervals in the axial direction. Each of both the slide frames are provided with moving means for a cutting tool, enabling the cutting tool to move in the transverse direction or the height direction of the steel frame. Expanding/contracting the slide frame, supporting the steel frame by the steel frame clamps and moving the cutting tool are executed by a remote operation.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供用于切割和拆卸结构(建筑物)的钢框架的钢框架切割机。 解决方案:在由起重机悬挂的主体框架上沿相反方向挤压的滑动框架在轴向方向上可扩张地设置,并且在轴向方向上间隔设置并打开支撑待切割的钢框架的钢框架夹。 两个滑动框架中的每一个设置有用于切割工具的移动装置,使切割工具能够在钢框架的横向或高度方向上移动。 通过远程操作来执行滑架的扩展/收缩,通过钢框架夹具支撑钢框架并移动切割工具。 版权所有(C)2007,JPO&INPIT
    • 9. 发明专利
    • SEISMICALLY ISOLATED STRUCTURE FOR CONTROLLING TORSIONAL VIBRATION
    • JP2001254533A
    • 2001-09-21
    • JP2000351587
    • 2000-11-17
    • TAKENAKA KOMUTEN CO
    • TONO MASAHIKOAIZAWA SATORUHAMAGUCHI HIROKIHOSHINO HARUOYAMAMOTO MASAFUMI
    • E04H9/02F16F9/20F16F9/32F16F15/02F16F15/023F16F15/04
    • PROBLEM TO BE SOLVED: To provide the seismically isolated structure, in which the horizontal displacement of the outer circumferential section of a vibration isolated building can be brought close to horizontal displacement at the center of the gravity of the building, by translating the vibration isolation building in the torsional-vibration direction in the case of torsional vibrations by utilizing a hydraulic cylinder arranged in the horizontal direction. SOLUTION: A torsional-vibration controller 1 installed to a vibration isolation layer formed by upper and lower structures is composed of a plurality of the hydraulic cylinders 2 arranged in the horizontal direction and pipings 3 connecting the hydraulic cylinders 2, the insides of the hydraulic cylinders 2 and the pipings 3 are filled with oil, the hydraulic cylinders 2 are arranged in the direction that the cylinders are translated to the torsional vibrations of the upper structure at positions effective for controlling the torsional vibrations of the upper structure to the upper structure in which torsional vibrations are easy to occur, the cylinder sections are mounted on either one structure, a rod section is secured to the other structure, and the pipings 3 mutually connect each hydraulic cylinder 2 so that a plurality of the hydraulic cylinders 2 are operated in the direction that the cylinders are translated to the torsional vibrations of the upper structure.