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1. 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

2. 发明专利

JP2012082576A Buried member removal device 有权
标题翻译： BURIED会员拆卸设备
公开(公告)号：JP2012082576A
公开(公告)日：2012-04-26
申请号：JP2010227108
申请日：2010-10-07
申请人： Okkusu Jack Kk , Taisei Corp , オックスジャッキ株式会社 , 大成建設株式会社
发明人： NISHIDA YASUO , YATSUNAMI YOSIYUKI , YAMAMOTO OSAMU , TERASHITA MASAHIRO , ISHIKAWA TAKESHI , KAGEYAMA NOBUKAZU
IPC分类号： E02D9/02
摘要： PROBLEM TO BE SOLVED: To provide a buried member removal device capable of efficiently removing a buried member.SOLUTION: A buried member removal device 1 for removing a buried member 3 buried in soil 2 includes: push-up means 20 and 20 for imparting push-up force to the buried member 3; and a base frame 10 for supporting the push-up means 20 and 20. The push-up means 20 includes: a jack 21 which is attached to the base frame 10 at the lower end part and is freely extensible in the vertical direction; and a clamp 22 which is attached to the upper end part of the jack 21 and holds the side part of the buried member 3.
摘要翻译：要解决的问题：提供能够有效地去除掩埋构件的埋置构件去除装置。解决方案：用于去除埋在土壤2中的埋藏构件3的埋设构件移除装置1包括：用于向埋置构件3施加上推力的上推装置20和20; 以及用于支撑上推装置20和20的底架10.上推装置20包括：插座21，其在下端部附接到基架10并且在竖直方向上可自由延伸; 以及夹具22，其安装在插座21的上端部并保持埋入构件3的侧部。版权所有（C）2012，JPO＆INPIT

3. 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

4. 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

5. 发明专利

JP2014129714A Jack device 有权
标题翻译：杰克装置
公开(公告)号：JP2014129714A
公开(公告)日：2014-07-10
申请号：JP2013108235
申请日：2013-05-22
申请人： Shimizu Corp , 清水建設株式会社 , Okkusu Jack Kk , オックスジャッキ株式会社
发明人： ARITA HIRONORI , KAGEYAMA NOBUKAZU , SASAKI FUMIO
IPC分类号： E04G23/08 , B66F1/08
摘要： PROBLEM TO BE SOLVED: To provide a jack device which has high versatility and can perform jacking down at a low cost.SOLUTION: A jack device 100 which raises and lowers a vertically extending columnar body 30 includes: an upper base 32 which is provided on the upper side of the outer periphery of the columnar body 30; a lower base 34 which is provided on the lower side of the outer periphery of the columnar body 30; a reaction bracket 36 which is provided on the outer periphery of the columnar body 30 above the upper base 32; a traction rope 40 which vertically penetrates the upper base 32 and is held by the reaction bracket 36 and the lower base 34; and raising and lowering mechanisms 38 which are provided above and below the upper base 32 so as to face each other and each comprise first chuck means 58 and second chuck means 60 capable of chucking the traction rope 40, and jack means 52 provided between the first chuck means 58 and the second chuck means 60 to raise and lower the first chuck means 58 with respect to the second chuck means 60.
摘要翻译：要解决的问题：提供一种具有高通用性并能够以低成本执行起落下降的千斤顶装置。解决方案：升高和降低垂直延伸的柱状体30的千斤顶装置100包括：上基座32，其设置在柱状体30的外周的上侧; 设置在柱状体30的外周的下侧的下基部34; 反应托架36，其设置在柱状体30的外周上方的上基部32的上方; 牵引绳40，其垂直地穿过上基座32并由反作用支架36和下基座34保持; 以及升降机构38，其设置在上基座32的上方和下方，以便彼此面对，并且每个包括第一卡盘装置58和能够夹紧牵引绳40的第二卡盘装置60以及设置在第一卡盘卡盘装置58和第二卡盘装置60相对于第二卡盘装置60升高和降低第一卡盘装置58。

6. 发明专利

JP2011068463A Jack type suspending and looseness removing device and method thereof 有权
标题翻译：插入式悬挂和松弛装置及其方法
公开(公告)号：JP2011068463A
公开(公告)日：2011-04-07
申请号：JP2009221196
申请日：2009-09-25
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： HARADA TSUNENORI , KAGEYAMA NOBUKAZU
IPC分类号： B66F1/02
摘要： PROBLEM TO BE SOLVED: To quickly equalize a load of all suspension cables, by using a large number of thinnest suspension cables, when suspending a long suspension cargo large in weight in a narrow place.
SOLUTION: This jack type suspending and looseness removing device is composed of a process of sending pressure oil by communicating all cylinders of a center hall jack by one feed pipe in a plurality of single track system center hall jack devices, a process of lifting respective pulling-in side holding devices by a ram of the respective center hall jacks, a process of detecting a lifting distance of the respective pulling-in side holding devices by a stroke sensor as a looseness removing distance of the suspension cables, a process of returning the ram of the center hall jack and the pulling-in side holding devices to an original position by replacing a load of all the suspension cables with a replacing side holding device by sending the pressure oil to all the cylinders when the looseness removing distance of any suspension cable reaches a preset value, and a process of removing looseness of all the suspension cables by repeating these processes.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：通过使用大量最薄的悬挂电缆，将悬挂重物的长悬挂货物悬挂在狭窄的位置时，可以快速平衡所有吊索的载荷。解决方案：该千斤顶式悬挂和松动装置由在多个单轨道系统中心霍尔千斤顶装置中通过一个进料管连通中心霍尔千斤顶的所有气缸来发送压力油的过程组成，通过相应的中心霍尔插座的冲头提升相应的拉入侧保持装置，通过行程传感器检测相应的拉入侧保持装置的提升距离作为悬挂缆索的松动移除距离的过程，通过用更换侧保持装置替换所有悬挂电缆的负载，将中心霍尔插座和拉入侧保持装置的压头返回到原来的位置，当松动移除距离任何悬挂电缆达到预设值，以及通过重复这些过程来消除所有吊索的松动的过程。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2015021356A アンダーピニングシステム及びアンダーピニング工法有权
标题翻译：底层系统和底层方法
公开(公告)号：JP2015021356A
公开(公告)日：2015-02-02
申请号：JP2013152503
申请日：2013-07-23
申请人：株式会社大林組 , Ohbayashi Corp , オックスジャッキ株式会社 , Okkusu Jack Kk
发明人： YAMAMOTO TADAHISA , FUKUDA TOMOYUKI , KAGEYAMA NOBUKAZU
IPC分类号： E02D27/48 , E02D35/00
摘要：【課題】既設構造物の上昇量を場所毎に高精度に制御でき、既設構造物の姿勢を高精度に補正できるアンダーピニングシステム及びアンダーピニング方法を提供する。【解決手段】アンダーピニングシステム100は、受替え版2上の複数地点に設置されて既設構造物1を仮受けする複数の仮受けジャッキ102と、既設構造物1の複数地点における鉛直変位量を計測する沈下計108と、仮受けジャッキ102に作動油を供給する油圧ポンプユニット110と、沈下計108により計測された既設構造物1の複数地点における鉛直変位量に基づいて、油圧ポンプユニット110による仮受けジャッキ102への作動油の供給流量を、仮受けジャッキ108毎に制御する制御ユニット112とを備える。【選択図】図2
摘要翻译：要解决的问题：提供一种能够以高精度控制现有结构的上升量的基础系统和支撑方法，并且以高精度校正现有结构的姿态。解决方案：支撑系统100包括：安装在接收板2上的多个点处以临时接收现有结构1的多个临时接收插孔102; 沉降计108，测量现有结构1在多个点处的垂直位移量; 向临时接收千斤顶102供给液压油的液压泵单元110; 以及控制单元112，其基于在多个点处的现有结构1的垂直位移量，针对每个临时接收插座108，通过液压泵单元110控制液压油对临时接收千斤顶102的供给流量，由沉降仪108测量。

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