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1. 发明专利

JP2015017455A 制振装置有权
标题翻译：振动控制装置
公开(公告)号：JP2015017455A
公开(公告)日：2015-01-29
申请号：JP2013146258
申请日：2013-07-12
申请人：株式会社横河ブリッジ , Yokogawa Bridge Corp , オックスジャッキ株式会社 , Okkusu Jack Kk
发明人： YANAKA AKIHISA , NAGATA TAKASHI , HOSOBUCHI SEIJI , WATANABE ITSUHITO , NAKAMURA TAIJI
IPC分类号： E01D1/00 , E01D19/04
摘要：【課題】全方向で大きな角度の変化に追随でき、かつ、コンパクトな構造で、大きな負荷にも耐えることのできる制振装置を提供することを目的とする。【解決手段】下部建造体11と建造物10との間に、ダンパー21を回転ブラケット22で連結して相互の振動を抑制する制振装置において、前記回転ブラケット22は、ダンパー21の一端部に設けた2枚のリブ板35の空間36にブラケット本体23の厚さ方向を嵌合し、これらリブ板35とブラケット本体23を直交して穿設した第1軸孔27に第1軸体24を回転自在に嵌合し、前記下部建造体11に設けた2枚のリブ板32の空間33に前記ブラケット本体23の幅方向を嵌合し、前記ブラケット本体23における第1軸体24と同一軸上で直交した方向に穿設した第2軸孔28に第2軸体25を回転自在に嵌合し、ダンパー21の他端部と建造物10の連結部における回転ブラケット22も同様に構成する。【選択図】図1
摘要翻译：要解决的问题：提供一种可以全方位地以大角度跟随变化的振动控制装置，其结构紧凑，并且能够承受大的载荷。解决方案：在通过连接阻尼器21抑制相互振动的振动控制装置中在下部结构11和使用旋转支架22的建筑物10之间，将旋转支架22的厚度方向的支架主体23插入到布置在阻尼器21的一端的两个肋板35之间的空间36中，第一轴体24可旋转地配合在第一轴孔27中，第一轴孔27与肋板35和托架主体23相互相交，托架主体23在宽度方向上插入两个布置在下部结构11处的肋板32，第二轴体25可旋转地配合到第二轴孔28中，该第二轴孔28在与第一轴体24正交的方向上在同一轴线上在t 他的支架主体23和在阻尼器21的另一端的连接部分和建筑物10中的旋转托架22也相似地构成。

2. 发明专利

JP2012117215A Detection device of tension of heavy object supporting cable 审中-公开
标题翻译：重型对象支撑电缆的检测装置
公开(公告)号：JP2012117215A
公开(公告)日：2012-06-21
申请号：JP2010265340
申请日：2010-11-29
申请人： Ihi Infrastructure Systems Co Ltd , Okkusu Jack Kk , オックスジャッキ株式会社 , 株式会社Ihiインフラシステム
发明人： UNO NAUEMON , TSUSHIMA DAISUKE , ENDO KOICHI , NAKAMURA TSUKASA
IPC分类号： E01D11/04 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a device that highly accurately measures and controls the tension of a heavy object supporting cable for a long period of time.SOLUTION: A detection device of tension of a heavy object supporting cable detects the variation of the tension of a heavy object supporting cable 4 that is connected to a main tower 2 to support a heavy object. The detection device of tension of the heavy object supporting cable comprises a hydraulic load cell 14, which is disposed between an anchor pipe 11 fixed to the main tower side and a socket 12 attached to an end of the heavy object supporting cable 4 and penetrated to the anchor pipe 11, to detect the pressure from the anchor pipe 11 and the socket 12. The hydraulic load cell 14 comprises: a plurality of hydraulic cylinders that are fit in a slidable manner as filled with a hydraulic oil and with pistons protruded; a communication passage that communicates with respective hydraulic cylinders and averages the pressures of the hydraulic oil filled in the respective hydraulic cylinders; and a pressure detection part that detects the pressures of the hydraulic oil averaged by the communication passage.
摘要翻译：要解决的问题：提供一种能够长时间高精度地测量和控制重物支撑电缆的张力的装置。解决方案：重型支撑电缆的张力检测装置检测连接到主塔架2以支撑重物的重物支撑电缆4的张力变化。重型支撑电缆的张力检测装置包括：液压传感器14，其设置在固定在主塔侧的锚固管11和安装在重物支撑电缆4端部的插座12之间，锚固管11检测来自锚管11和插座12的压力。液压传感器14包括：多个液压缸，其以可充满液压油的滑动方式配合并且具有突出的活塞; 连通通道，与相应的液压缸连通并平均填充在相应液压缸中的液压油的压力; 以及压力检测部，其检测由连通路径平均的液压油的压力。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2007120077A Erection method of elevated road bridge, and its facility 有权
标题翻译：高速公路桥梁的破坏方法及其设施
公开(公告)号：JP2007120077A
公开(公告)日：2007-05-17
申请号：JP2005311300
申请日：2005-10-26
申请人： Okkusu Jack Kk , オックスジャッキ株式会社
发明人： HOSOBUCHI SEIJI
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide an erection method and its facility, capable of safely and speedily rebuilding an elevated road bride, without removing the overhead wiring or the like, even in a narrow place.
SOLUTION: In the facility erecting a new established girder 16, by moving a side rail 19 hung up by a jack device 20 of a traveling truck 18, the jack device 20 consists of a wire rope 27, suspending the new established girder 16 by one end section, a fixed pulley 28 mounted to a holding beam 17 for changing the intermediate position of the wire rope 27 into the direction sideways, a cylinder 25 mounted sideways to the holding beam 17, a piston rod 26 that reciprocates by the cylinder 25 and a moving pulley 29, mounted to the front end of the piston rod 26 and moving the wire rope 27. The jack device 20 mounts a unitized object of a unit case 36 and a cover 43, to the holding beam 17.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使在狭窄的地方，提供一种能够安全，快速地重建高架路的新娘的架设方法及其设施，而不需要拆除架空线路等。解决方案：在搭建新建立的大梁16的设施中，通过移动由行驶车辆18的千斤顶装置20悬挂的侧轨19，千斤顶装置20由钢丝索27组成，悬挂新建立的大梁由固定滑轮28安装到用于将钢丝绳27的中间位置改变成侧向的保持梁17的固定皮带轮28，侧向安装到保持梁17的气缸25，通过所述活塞杆26往复运动的活塞杆26 气缸25和移动滑轮29，安装到活塞杆26的前端并移动钢丝绳27.千斤顶装置20将单元壳体36和盖43的组合物安装到保持梁17上。 P>版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2005350241A Method and device for absorbing horizontal load of lifting jack device 有权
标题翻译：用于吸收吊顶装置的水平荷载的方法和装置
公开(公告)号：JP2005350241A
公开(公告)日：2005-12-22
申请号：JP2004174265
申请日：2004-06-11
申请人： Okkusu Jack Kk , オックスジャッキ株式会社
发明人： HOSOBUCHI SEIJI
IPC分类号： B66F17/00 , B66F7/16
摘要： PROBLEM TO BE SOLVED: To provide a low-costed horizontal load absorbing device for a lifting jack device, which is of simple structure and facilitated in pump control thereof.
SOLUTION: In the lifting jack device for lifting a deck 31, which is loaded with a heavy material, on a base 30 with a lifting jack 32, a pair of wires 34 fixed to the base 30 and the deck 31 in both ends thereof are stretched to cross each other in X-shape so that tensile force is generated in directions opposite to each other. A fixed sheave 35 and a movable sheave 36 are interposed in one of the wires 34, and a direction changing sheave 37, the fixed sheave 35 and the movable sheave 36 are interposed in the other wire 34. A tensile force giving jack 39 for generating tensile force opposite to a horizontal load of the deck 31 is connected to the movable sheave 36.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：解决的问题：提供一种用于升降千斤顶装置的低成本水平负载吸收装置，其结构简单并且在其泵控制方面便于其。解决方案：在用于将装载有重材料的甲板31提升到具有提升插座32的基座30上的提升千斤顶装置中，一对电线34固定到基座30和甲板31上其端部被拉伸成X形彼此交叉，使得在彼此相反的方向上产生张力。固定滑轮35和可动滑轮36插入一根电线34中，并且方向改变滑轮37，固定滑轮35和可动滑轮36插入到另一导线34中。与甲板31的水平载荷相反的张力连接到可动滑轮36.版权所有（C）2006年，JPO＆NCIPI

5. 发明专利

JP2000351434A FEEDER OF HEAVY CARGO 失效
公开(公告)号：JP2000351434A
公开(公告)日：2000-12-19
申请号：JP16002099
申请日：1999-06-07
申请人： OKKUSU JACK KK , MITSUBISHI HEAVY IND LTD
发明人： HOSOBUCHI SEIJI
IPC分类号： E01D21/00 , B65G17/06 , E01D2/00 , E01D21/06
摘要： PROBLEM TO BE SOLVED: To provide a feeder having a simple structure, capable of coping with a recess/projection of a heavy cargo by contacting with the heavy cargo by a large surface as much as possible, capable of reducing failure, being easy in correcting, adjusting and repairing a track for a movement and being excellent in workability. SOLUTION: An angle-shaped sliding part is formed on either one surface of an under surface of a crawler belt 23 and an upper surface of swinging bodies 47 arranged on a receiving stand 22, a V-shaped sliding groove is formed on either other surface to be slidable, the receiving stand 22 is installed on a sliding plate 21 via a longitudinal and lateral inclination adjusting means, the swinging bodies 47 are arranged at least by two pieces in a swinging body fitting groove formed on the receiving stand 22, these swinging bodies 47 are longitudinally swingingly fitted by a semicircular groove and a semicircular projecting streak part, and the sliding plate 21 is arranged on a pedestal 20 by interposing a horizontal direction adjusting means.

6. 发明专利

JP2000264591A BRAKE CUM JACK DEVICE FOR VERTICAL SHAFT ROTARY MACHINE 失效
公开(公告)号：JP2000264591A
公开(公告)日：2000-09-26
申请号：JP7513999
申请日：1999-03-19
申请人： FUJI ELECTRIC CO LTD , OKKUSU JACK KK
发明人： KOBAYASHI HIDEKI , IKETANI KENJI
IPC分类号： B66F3/26 , F16D65/18 , F16D65/20
摘要： PROBLEM TO BE SOLVED: To provide a brake cum jack device for vertical shaft rotary machine not requiring provision of decompression apparatus on a working fluid supply system for braking. SOLUTION: This brake cum jack device is equipped with a working part 11 consisting of a cylinder 2, piston 3, piston collar 4, and supply passages 18 and 19 for supplying a working fluid 5. The piston 3 is furnished with a circular main portion 31 having an outside diameter the same as conventional and provided with an aeration hole 34 and a circular aux. portion 32 having an outside diameter smaller than the main portion 31. The piston collar 4 is made in a ring shape having a periphery of the same diameter as the outside diameter of the main portion 31 and an inner surface part of the same diameter as the outside diameter of the aux. portion 32. The cylinder 2 consists of a major diameter portion and a minor diameteric portion concentrical to each other, the former being fitted to the main portion 31 and the piston collar 4 and the latter being fitted to the aux. portion 32, and the supply passage 19 is laid on the bottom of the minor diameteric portion while the passage 18 is laid on the bottom of the major diameteric portion.

7. 发明专利

JP2010196439A Device and method of conveying precast culvert 有权
标题翻译：输送预测CULVERT的装置和方法
公开(公告)号：JP2010196439A
公开(公告)日：2010-09-09
申请号：JP2009045853
申请日：2009-02-27
申请人： Geostr Corp , Okkusu Jack Kk , Taisei Corp , オックスジャッキ株式会社 , ジオスター株式会社 , 大成建設株式会社
发明人： NISHIDA YASUO , FUNAO AKIHIRO , KUBOTA SHINICHI , KONO SADAMU , KAGEYAMA NOBUKAZU
IPC分类号： E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a device and a method for conveying a precast culvert to a predetermined position, wherein the precast culvert comprises an upper floor part, a lower floor part and wall faces connecting the both floors and has such a shape that only a center part of the lower floor part, or a center part of the upper floor part in addition to that of the lower floor part is chipped.
SOLUTION: The precast culvert comprises the upper floor part, the lower floor part, and the wall faces connecting both the floors, and has the shape in which only the center part of the lower floor part or the center part of the upper floor part in addition to that of the lower floor part is chipped. The device can convey the precast culvert to the predetermined position. The device includes a carriage 1 placed on rails 2 laid in a center space of the lower floor part, pin-insertion bases 3 arranged on both sides of the carriage 1, and a loading device 13 which is mounted on the carriage 1 and is extensible upward from an upper part of the carriage 1. Pins 33 pushed out of the pin-insertion bases 3 are inserted into a horizontal surface of the side wall A for connection. The loading device 13 can support the upper floor part B of the precast culvert from below.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将预制涵洞输送到预定位置的装置和方法，其中预制涵洞包括上部地板部分，下部地板部分和连接两个楼层的壁面，并且具有这样的形状，除了下部地板部分的下部部分的中心部分或上部地板部分的中心部分被切削之外，
解决方案：预制涵体包括上部地板部分，下部底部部分和连接两个楼层的壁面，并且具有仅下部部分的中心部分或上部的中心部分的形状地板部分除了下部的部分是碎屑。该装置可以将预制涵洞传送到预定位置。该装置包括：托架1，其放置在放置在下部底板部分的中心空间中的导轨2上，插入底座3布置在滑架1的两侧;以及装载装置13，其安装在滑架1上并且是可伸长的从销插入基座3推出的销33插入侧壁A的水平表面以进行连接。装载装置13可以从下面支撑预制涵洞的上层部分B. 版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2009263899A Installation adjusting system 审中-公开
标题翻译：安装调试系统
公开(公告)号：JP2009263899A
公开(公告)日：2009-11-12
申请号：JP2008111686
申请日：2008-04-22
申请人： Ohbayashi Corp , Okkusu Jack Kk , オックスジャッキ株式会社 , 株式会社大林組
发明人： OTSUKA HIDEO , MIZUSHIMA YOSHITO , HARADA TSUNENORI , KAGEYAMA NOBUKAZU , NAKATA KATSUYOSHI
IPC分类号： E04G21/18
摘要： PROBLEM TO BE SOLVED: To surely install a column member in a desired position.
SOLUTION: This installation adjusting system 10 comprises a jack system 50 which is installed on the underside of a steel frame column 1 and which includes three or more jacks 20 controllably extended/retracted according to electric signals input thereinto and a control unit 40 electrically connected to the jack system 50. The control unit 40 comprises an extension/retraction amount input section 42 for accepting the input of the target extension/retraction amount of each jack 20, an extension/retraction plan preparation section 43 for determining the extension/retraction plan of each jack 20 according to the target extension/retraction amount of each jack 20 input into the extension/retraction amount input section 42, and a control section 41 for transmitting electric signals to the jack system 50 according to the extension/retraction plan determined by the extension/retraction plan preparation section 43.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：确保将柱构件安装在所需位置。解决方案：该安装调整系统10包括安装在钢架柱1的下侧上的千斤顶系统50，该千斤顶系统包括根据输入的电信号可控制地延伸/缩回的三个或更多个千斤顶20和控制单元40 电连接到千斤顶系统50.控制单元40包括用于接受每个插孔20的目标延伸/缩回量的输入的延伸/缩回量输入部42，用于确定延伸/缩回量输入部42的延伸/ 根据输入到延伸/退避量输入部42的每个插孔20的目标延伸/缩回量，每个插孔20的缩回计划，以及根据延伸/缩回计划将电信号发送到插孔系统50的控制部分41 由扩展/退缩计划准备部分43确定。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2007205090A Transfer method of heavy load and its apparatus 有权
标题翻译：重载荷及其装置的传递方法
公开(公告)号：JP2007205090A
公开(公告)日：2007-08-16
申请号：JP2006027140
申请日：2006-02-03
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Okkusu Jack Kk , オックスジャッキ株式会社 , 三菱重工橋梁エンジニアリング株式会社
发明人： KURIYAMA SHINGO , HOSOBUCHI SEIJI , KAGEYAMA NOBUKAZU
IPC分类号： E01D21/00 , B66F5/00
摘要： PROBLEM TO BE SOLVED: To provide a transfer method of a heavy load capable of being transferred without a rail by reversely using a propulsive mechanism attached endless track strip slide device and, at the same time, correcting the direction. SOLUTION: A plurality of track strip units 41 providing a slider 49 slidable in the direction different from the transfer direction are connected to the outside surface to constitute an endless track strip 19, a receiving base 18 supporting the endless track strip 19 and a propulsive driving device 20 is mounted to a supporting base 16, a pedestal 15 is superposed on the supporting base 16, the propulsive mechanism attached endless track strip slide device 62 is constituted by connecting between the supporting base 16 and the pedestal 15 with a horizontal adjusting jack 28, the heavy load 11 mounted on the pedestal 15 is transferred by self-propelling with the propulsive driving device 20 while grounding the slider 49 by using the device 62 and, at the same time, a rotation angle of the supporting base 16 to the pedestal 15 is adjusted by the horizontal adjusting jack 28. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过反向使用附带的环形履带条滑动装置的推进机构并且同时校正方向而能够无轨地传送的重载荷的传送方法。解决方案：提供可在不同于传送方向的方向上滑动的滑块49的多个轨迹条单元41连接到外表面，以构成环形轨道条19，支撑环形轨道条19的接收基座18和推进式驱动装置20安装在支撑基座16上，基座15重叠在支撑基座16上，附带的环形履带条滑动装置62的推进机构通过以水平方式连接在支撑基座16和基座15之间通过使用装置62使安装在基座15上的重负载11与推进驱动装置20通过自推进传递，同时使支撑基座16的旋转角度底座15由水平调节千斤顶28调节。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2007205014A Bridge construction method and apparatus 有权
标题翻译：桥梁施工方法及装置
公开(公告)号：JP2007205014A
公开(公告)日：2007-08-16
申请号：JP2006024439
申请日：2006-02-01
申请人： Okkusu Jack Kk , Yokogawa Bridge Corp , Yokogawa Koji Kk , オックスジャッキ株式会社 , 株式会社横河ブリッジ , 横河工事株式会社
发明人： OSHITA SATOJI , ISHII RYOJI , FURUTA TOMIYASU , IKOSHI JIYUNICHI , HOSOBUCHI SEIJI , TEZUKA MITSUHIRO
IPC分类号： E01D21/00 , E01D21/06 , E01D21/08
摘要： PROBLEM TO BE SOLVED: To provide a bridge construction method which requires only a lightweight and simple construction facility, achieves accurate positioning to an existing bridge girder, and is excellent in efficiency and safety of assembling work, and to provide a bridge construction method.
SOLUTION: The bridge construction method is implemented by moving a carriage on which a connecting bridge girder is mounted, on the existing bridge girder, connecting front ends of the bridge girder 13 and the connecting bridge girder together via a hinge, and rotating the connecting bridge girder, so as to connect the bridge girder to the connecting bridge girder. The bridge girder construction method is composed of a step of connecting a carriage frame-cum-support of the carriage to the hinge 22 and moving the same to the front end of the bridge girder 13; a step of connecting the bridge girder to the connecting bridge girder via the hinge; a step of thrusting up the connecting bridge girder with the hinge as a fulcrum; a step of forming a support by using the carriage frame-cum-support after thrusting up the connecting bridge girder; and a step of rotating and lowering the connecting bridge girder with the hinge as the fulcrum, and connecting the connecting bridge girder to the bridge girder in a manner of maintaining a balance by a wire rope from the support.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种仅需要轻量化，简单的施工设备的桥梁施工方法，能够对现有的桥梁进行精确的定位，并且组装工作的效率和安全性优异，并且提供桥梁结构方法。解决方案：桥梁施工方法是通过在现有的桥梁上移动安装有连接桥梁的滑架，通过铰链将桥梁梁13的前端与连接桥梁连接在一起，并旋转连接桥梁，以将桥梁连接到连接桥梁。桥梁构造方法包括将托架的支架架支撑连接到铰链22并将其移动到桥梁13的前端的步骤; 通过铰链将桥梁连接到连接桥梁的步骤; 以铰链为支点推动连接桥梁的一个步骤; 通过在连接桥梁上升之后通过使用支架框架支撑来形成支撑件的步骤; 以及以铰链为支点来旋转和降低连接桥梁的步骤，并且通过钢丝绳从支撑件保持平衡的方式将连接桥梁连接到桥梁。版权所有（C）2007，JPO＆INPIT

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