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1. 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

2. 发明专利

JP2008214891A Heavy load transfer table and heavy load carrying system 有权
标题翻译：重型装载台和重载装载系统
公开(公告)号：JP2008214891A
公开(公告)日：2008-09-18
申请号：JP2007050746
申请日：2007-02-28
申请人： Mitsubishi Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Otaki Jack Kk , 三菱重工業株式会社 , 三菱重工鉄構エンジニアリング株式会社 , 大瀧ジャッキ株式会社
发明人： INOUE SHIGEO , INOUE KOICHI , IMAZAKI MASATO , KURIYAMA SHINGO , EBISU KATSUYUKI , TAKII RYOICHI
IPC分类号： E01D21/06 , B65G7/02 , B65G17/06 , B65G21/12 , B65G21/14
摘要： PROBLEM TO BE SOLVED: To provide a heavy load transfer table and a heavy load carrying system, capable of easily and continuously feeding and erecting a non-uniform section girder. SOLUTION: The heavy load transfer table 1 comprises a crawler 2 for supporting and moving a heavy load in a feeding direction; a plurality of push-up jacks 3 for movably supporting a heavy load support surface 2a of the crawler 2 from under in a height direction, which are juxtaposed along the feeding direction; a body 5 on which the push-up jacks 3 are mounted; a plurality of vertical jacks 6 for movably supporting the body 5 in the height direction. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供能够容易且连续地进给和竖立不均匀的横梁的重载荷传递台和重载承载系统。解决方案：重载转台1包括用于在进给方向上支撑和移动重载荷的履带2; 多个上推千斤顶3，用于沿着进给方向并列地沿高度方向从下方移动地支撑履带2的重载支承面2a; 其上安装有上推千斤顶3的主体5; 多个垂直千斤顶6，用于在高度方向上可移动地支撑主体5。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2008240509A Method, equipment and system for lowering delivery erection beam 审中-公开
标题翻译：方法，设备和系统降低交付损坏梁
公开(公告)号：JP2008240509A
公开(公告)日：2008-10-09
申请号：JP2008045727
申请日：2008-02-27
申请人： Mitsubishi Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , Otaki Jack Kk , 三菱重工業株式会社 , 三菱重工鉄構エンジニアリング株式会社 , 大瀧ジャッキ株式会社
发明人： MYOJIN HISAYA , INOUE SHIGEO , INOUE KOICHI , IMAZAKI MASATO , KURIYAMA SHINGO , OTSUKI TAKAYUKI , TAKII RYOICHI
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a lowering method which enables the rapid fixing of an erection beam fed out onto a bridge pier, erection beam lowering equipment, and an erection beam lowering system.
SOLUTION: This method for lowering the delivery erection beam is characterized as follows: a bridge beam is fed out to a position higher by a predetermined distance than the bridge pier; and subsequently, the bridge beam is lowered onto the bridge pier. More specifically, for example, a supporting base, which is arranged on the bridge pier, is presupported in a position to be lifted by a lifting and lowering device; the bridge beam is fed out in a state in which the bridge beam is supported by the supporting base, or the bridge beam fed out by a different method is supported by supporting base lifted the lifting and lowering device; after that, the supporting base is continuously lowered by the lifting and lowering device; and the bridge beam is place on the bridge pier. The erection beam lowering equipment and the erection beam lowering system, which are constituted for the method, are provided.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种降低方法，其能够快速固定馈送到桥墩上的架设梁，安装梁下降设备和安装梁降低系统。解决方案：用于降低输送架设梁的方法的特征如下：桥梁被送出到比桥墩高预定距离的位置; 然后将桥梁下降到桥墩上。更具体地，例如，布置在桥墩上的支撑基座被支撑在被提升和降低装置提升的位置中; 在桥梁由支撑基座支撑的状态下馈送桥梁，或由不同方法馈送的桥梁由支撑底座支撑提升和降低装置; 之后，通过升降装置连续降低支撑座; 桥梁桥梁位于桥墩上。提供了用于该方法构成的安装减梁装置和吊架降落系统。版权所有（C）2009，JPO＆INPIT

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