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    • 1. 发明专利
    • Elevator, and method for installing elevator
    • 电梯和安装电梯的方法
    • JP2012206856A
    • 2012-10-25
    • JP2011075984
    • 2011-03-30
    • Ohbayashi Corp株式会社大林組
    • MIURA YOSHIZOSHIINA SHOICHIONO HIDEOTAKIZAWA HEIICHIROYADA KAZUYA
    • B66B7/00
    • PROBLEM TO BE SOLVED: To save labor and time needed for installing an enclosure of an elevator at a building construction site.SOLUTION: The elevator 10 includes: a carrier 20; a rail 30 that guides the ascent and descent of the carrier 20; a frame 40 to which the rail 30 is connected and which is a framework configured so as to enclose a hoistway of the carrier 20; and a protective panel 50 attached to the frame which constitutes the enclosure of the hoistway. In a method for installing the elevator 10, the elevator 10 in a state that the carrier 20, the rail 30, the frame 40 and the protective member 50 are assembled beforehand is lifted above a high-rise building 1, and lowered through an opening 7 provided in the high-rise building 1 so as to be installed in the high-rise section of the high-rise building 1.
    • 要解决的问题:节省在建筑施工现场安装电梯外壳所需的人力和时间。 解决方案:电梯10包括:行星架20; 引导载体20的上升和下降的轨道30; 轨道30连接到的框架40,其是构造成围绕载体20的井道的框架; 以及附接到构成井道的外壳的框架的保护面板50。 在电梯10的安装方法中,预先组装有托架20,轨道30,框架40和保护构件50的状态下的升降机10被提升到高层建筑物1的上方,并且通过开口 7,在高层建筑1中设置,以安装在高层建筑1的高层段。版权所有(C)2013,JPO&INPIT
    • 2. 发明专利
    • Tower crane frame, tower crane supporting method, and tower crane frame mounting structure
    • 塔式起重机架,塔式起重机支撑方式和塔式起重机架安装结构
    • JP2010208859A
    • 2010-09-24
    • JP2010137193
    • 2010-06-16
    • Ohbayashi Corp株式会社大林組
    • ONO HIDEOEMURA MASARUFURUYA NORIYUKISOMEYA SATOSHINAKAJIMA YASUOKURITA KOHEI
    • B66C23/32E04G21/14
    • PROBLEM TO BE SOLVED: To provide a tower crane frame which can utilize beam materials constituting a building body without changing the sizes of or reinforcing them, and to provide a tower crane supporting method and a tower crane frame mounting structure.
      SOLUTION: The frame 22 includes a frame body 30 for supporting a mast 10, leg parts 40 protruded sideways from the frame body 30, hinges 50 for turnably connecting the leg parts 40 to the frame body 30, and mounted members 60 to be mounted on columns 101 of the building body 100 for supporting the leg parts 40, respectively. The mounted members 60 each include a supporting part 70 arranged on one side face of the column 101 for supporting the leg part 40, an auxiliary part 80 arranged on the other side face on the opposite side to one side face, and a fastening part 90 for fastening the supporting part 70 and the auxiliary part 80 to each other across the column 101.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种能够利用构成建筑物体的梁材料而不改变其尺寸或增强其的塔式起重机架,并提供塔式起重机支撑方法和塔式起重机机架安装结构。 框架22包括用于支撑桅杆10的框体30,从框架主体30侧向突出的脚部40,用于将腿部40可转动地连接到框体30的铰链50,以及安装构件60 分别安装在建筑物体100的支柱101上。 安装构件60各自包括布置在用于支撑腿部40的柱101的一个侧面上的支撑部70,配置在与一个侧面相反侧的另一侧面上的辅助部80和紧固部90 用于将支撑部分70和辅助部件80彼此跨越柱101紧固。版权所有:(C)2010,JPO&INPIT
    • 3. 发明专利
    • Support mechanism of mast of construction lift, construction lift, and method for extending mast of construction lift
    • 施工提升施工机构,施工举措及施工方式扩大施工方法
    • JP2013227814A
    • 2013-11-07
    • JP2012101487
    • 2012-04-26
    • Ohbayashi Corp株式会社大林組Sanoyas Kenki:Kkサノヤス建機株式会社
    • SATO MASANORIONO HIDEOHEMMI ATSUSHIIJIRI MITSUOKAWATAKE ATSUSHI
    • E04G1/20B66B9/187
    • PROBLEM TO BE SOLVED: To enable a mast of a construction lift to be extended by a simple structure and a simple method.SOLUTION: A support mechanism of a mast of a construction lift includes: an H-steel 122 receiving the load of the construction lift; a space 110A which is column body connected to a lower end of the existing mast 20 and connected with a top end of the mast 20 when the mast is extended, and through which the H-steel 122 penetrates; and a special mast 110 having a load receiving part which receives the load of the construction lift as it is placed on the H-steel penetrating through the space 110A. The load receiving part has a strength endurable to the load of the construction lift, the H-steel 122 becomes extractable from the space 110A in a state the load which the H-steel 122 receives is removed, and the special mast 110 is constituted so as not to impede passage of a carrier and a counter-weight after the H-steel 122 is extracted from the space 110A.
    • 要解决的问题:通过简单的结构和简单的方法使建筑升降机的桅杆得以延伸。解决方案:施工升降桅杆的支撑机构包括:接收施工负荷的H钢122 电梯; 空间110A,柱体与现有的桅杆20的下端连接,当桅杆延伸时与桅杆20的顶端连接,H钢122穿过该空间110A; 以及具有负载接收部的特殊桅杆110,该承载部在承载穿过空间110A的H型钢上时承受施工升力的载荷。 负载接收部分具有耐施工升力负荷的强度,H钢122在H钢122接收的载荷被移除的状态下可从空间110A中抽出,特殊的桅杆110构成为 在H钢122从空间110A中取出之后,不妨碍载体和配重的通过。
    • 5. 发明专利
    • Seismic isolation wall tie device for guide rail in elevator for construction
    • 地震隔离墙用于施工电梯的导轨装置
    • JP2005225665A
    • 2005-08-25
    • JP2004038600
    • 2004-02-16
    • Ohbayashi CorpSansei Kenki Kk三成研機株式会社株式会社大林組
    • NODA ISAOONO HIDEO
    • B66B9/187B66B7/00B66B7/02
    • B66B7/022
    • PROBLEM TO BE SOLVED: To restrict or absorb influence of a displacement with an earthquake to be estimated to apply to a wall tie device for fixing a guide rail of an elevator for construction to a structure. SOLUTION: In a seismic isolation wall tie device for a guide rail in an elevator for construction to be assembled in a structure provided with a seismic isolation device, a spring frame 26 is provided freely to move in one direction within a horizontal surface in relation to a support frame 25 for supporting the guide rail 18, and a first seismic isolation unit 35 for absorbing the movement in the one direction is provided between the support frame 25 and the spring frame 26. A body side spring frame 43 is provided freely to move in a direction crossing the described direction within the horizontal surface in relation to a body side support frame 41, and a second seismic isolation unit 52 for absorbing the movement in the crossing direction is provided between the body side support frame 41 and the body side spring frame 43. The spring frame 26 and the body side spring frame 43 are connected to each other to absorb lateral vibration within the horizontal surface. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:限制或吸收要估计应用于用于将用于构造的电梯的导轨固定到结构的墙壁固定装置的位移的影响。 解决方案:在用于在具有隔震装置的结构中组装的用于建筑物的电梯中的导轨的隔震墙连接装置中,弹簧框架26自由地设置成在水平表面内沿一个方向移动 相对于用于支撑导轨18的支撑框架25和用于吸收一个方向的运动的第一隔震单元35设置在支撑框架25和弹簧框架26之间。设置主体侧弹簧框架43 相对于主体侧支撑框架41自由地在水平表面内的所述方向上移动的方向移动,并且在主体侧支撑框架41和主体侧支撑框架41之间设置用于吸收交叉方向的移动的第二隔震单元52。 弹簧框架26和主体侧弹簧框架43彼此连接以吸收水平表面内的横向振动。 版权所有(C)2005,JPO&NCIPI
    • 6. 发明专利
    • Guiding device for hoisted load
    • 指导装置用于装载
    • JP2005113603A
    • 2005-04-28
    • JP2003351679
    • 2003-10-10
    • Ohbayashi CorpYoshinaga Kikai Kk吉永機械株式会社株式会社大林組
    • ONO HIDEOMOTOHASHI JUNICHI
    • E04G21/16
    • PROBLEM TO BE SOLVED: To safely and precisely position a hoisted load at a predetermined position in the vertical direction.
      SOLUTION: This guiding device 1 for the hoisted load capable of suspending the hoisted load on a crane 20 through a hoisting tool 23, moving the hoisted load into the vertical direction through the hoisting tool 23 by the crane 20, and regulating swing of the hoisted load in the horizontal direction when positioning it at the predetermined position in the vertical direction is provided with a pair of guide parts 2, 2 provided by opposing to the horizontal direction. Each guide part 2 has guide faces 7, 8 broadening upward in the vertical direction. A part of the hoisting tool 23 is abutted on the guide faces 7, 8 when moving the hoisted load into the vertical direction to regulate travel of the hoisting tool 23 into the horizontal direction and regulate a swing of the hoisted load in the horizontal direction.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:将升降的负载安全且精确地定位在垂直方向上的预定位置。 解决方案:用于提升的负载的引导装置1能够通过提升工具23将起重机20悬挂起重机,通过起重机20将提升的载荷通过起重工具23移动到竖直方向,并且调节摆动 在将其定位在垂直方向上的预定位置时在水平方向上的提升载荷设置有与水平方向相对设置的一对引导部2,2。 每个引导部分2具有在垂直方向上向上扩展的引导面7,8。 当将提升的负载向垂直方向移动时,起升工具23的一部分抵靠在引导面7,8上,以调节起重工具23向水平方向的行进,并调节提升的负载在水平方向上的摆动。 版权所有(C)2005,JPO&NCIPI
    • 7. 发明专利
    • Guiding device for hoisted load
    • 指导装置用于装载
    • JP2005113602A
    • 2005-04-28
    • JP2003351678
    • 2003-10-10
    • Ohbayashi CorpYoshinaga Kikai Kk吉永機械株式会社株式会社大林組
    • ONO HIDEOSASAHARA DAISUKEMOTOHASHI JUNICHI
    • E04G21/16
    • PROBLEM TO BE SOLVED: To safely and securely attach a hoisting tool to and detach it from a wire guide without requiring human labor.
      SOLUTION: This guiding device for the hoisted load is provided with the wire guide 2 stretched vertically along an external wall of a building, a guide part 3 which is suspended on a crane, is provided in the hoisting tool movable in the vertical direction, is attached to and detached from the wire guide 2, and allows travel of the hoisting tool in the vertical direction and regulates its travel in the horizontal direction when mounting on the wire guide 2, and an attaching and detaching mechanism 15 provided continuously with the wire guide 2 to attach the guide part 3 to and detach it from the wire guide 2 by moving the hoisting tool in the vertical direction. In this guiding device, a guide roller 8 attached to an arm 12 is inclined integrally with the arm 12 by pressing the arm 12 in the guide part 3 by an upper pressing part 16 or a lower pressing part 17 of the attaching and detaching mechanism 15 to mount and dismount the wire guide 12 in a space 20 on inner sides of guide rollers 5 to 8.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:安全和牢固地将起重工具连接到导线导管上并将其从导线上拆下,而不需要人为劳动。 解决方案:用于提升负载的引导装置设置有沿着建筑物的外壁竖直延伸的线引导件2,悬挂在起重机上的引导部3设置在可垂直移动的起重工具中 方向安装在导线器2上,从而能够使起重工具沿垂直方向移动,并且在安装在导线器2上时调节其在水平方向上的移动,以及连续地分别设置的安装和拆卸机构15 线引导件2通过沿垂直方向移动提升工具来将引导部3附接到线引导件2并将其从线引导件2拆卸。 在该引导装置中,安装在臂12上的引导辊8通过将安装和拆卸机构15的上部按压部16或下部按压部17按压在引导部3中而与臂12一体地倾斜 在引导辊5至8的内侧的空间20中安装和拆卸导线器12.版权所有(C)2005,JPO&NCIPI
    • 8. 发明专利
    • Construction method of tower structure
    • 塔结构施工方法
    • JP2004263505A
    • 2004-09-24
    • JP2003056909
    • 2003-03-04
    • Ohbayashi Corp株式会社大林組
    • DOYAMA ATSUHIROSAKAMOTO MASAAKIONO HIDEO
    • E04G3/00E04B1/348E04G21/14E04H12/00
    • Y02E10/72
    • PROBLEM TO BE SOLVED: To construct a high tower structure without use of a large-sized crane. SOLUTION: An elevating device 12 of a guide tower 10 is fitted, and a jib crane 18 and a telescopic crane 20 are installed on a frame 14c of the uppermost part thereof. The guide tower 10 lifts up a steel structure 10b by the jib crane 18 to be joined to the upper part. A component unit 11a of the lowermost stage of a wind power generator is erected, and then with a component unit 11b of the second stage suspended by the telescopic crane 20, the elevating device 12 is raised to lift the component unit 11a and install the same. A steel structure 10c of the guide tower is joined to the upper side to lift a power generator by the telescopic crane 20 and the elevating device 12. COPYRIGHT: (C)2004,JPO&NCIPI
    • 要解决的问题:在不使用大型起重机的情况下构建高塔架构。 解决方案:安装导塔10的升降装置12,起重机18和伸缩式起重机20安装在其最上部的框架14c上。 引导塔10通过起重机18提升钢结构体10b以与上部接合。 风力发电机的最下段的部件单元11a竖立,然后用由伸缩式起重机20悬挂的第二级的部件单元11b升高,升高部件单元11a并将其安装 。 引导塔的钢结构10c通过伸缩式起重机20和升降装置12连接到上侧以提升发电机。(C)2004,JPO&NCIPI
    • 10. 发明专利
    • Level bracing device
    • 水平保护装置
    • JP2006016101A
    • 2006-01-19
    • JP2004193079
    • 2004-06-30
    • Ohbayashi Corp株式会社大林組
    • ONO HIDEOIWAMI YOSHIAKI
    • B66C15/00B66C23/28
    • PROBLEM TO BE SOLVED: To provide a level bracing device capable of exerting a sufficient tremor isolating function by suppressing the change in the load applied to a tremor isolating device irrespective of the direction of the external force applied.
      SOLUTION: The level bracing device 1 is installed between a building 10 and the post 22 of a tower crane 20 used in constructing the building 10 for supporting the tower crane 20 in the horizontal direction, and is equipped with a frame 40 arranged in such a way as surrounding the post 22, a stay 60 to connect the frame 40 with the building 10, and a friction damper 50 interposed between the frame 40 and the post 22. The friction damper 50 connects the post 22 with each corner 40A of the frame 40 having approximately a square shape, wherein the angle θ of the damper sliding direction to one side member of the frame 40 is approximately 45°.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够通过抑制施加到震动隔离装置的负载的变化而能够施加足够的震动隔离功能的液位支撑装置,而与所施加的外力的方向无关。 解决方案:水平支撑装置1安装在建筑物10和用于构造用于在水平方向上支撑塔式起重机20的建筑物10的塔式起重机20的柱22之间,并且配备有框架40,该框架40布置 以围绕柱22的方式,将框架40与建筑物10连接的撑杆60以及插入在框架40和柱22之间的摩擦阻尼器50.摩擦阻尼器50将柱22与每个角部40A连接 框架40具有大致正方形形状,其中阻尼器滑动方向与框架40的一个侧构件的角度θ大约为45°。 版权所有(C)2006,JPO&NCIPI