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1. 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

2. 发明专利

JP2011179252A Method and device for replacing load bearing of seismic isolation device 有权
标题翻译：用于更换地震隔离装置的负载轴承的方法和装置
公开(公告)号：JP2011179252A
公开(公告)日：2011-09-15
申请号：JP2010045375
申请日：2010-03-02
申请人： Okkusu Jack Kk , Yokogawa Koji Kk , オックスジャッキ株式会社 , 横河工事株式会社
发明人： NAKANO KEITA , HOSOBUCHI SEIJI
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method and a device for replacing load bearing of a seismic isolation device, which prevents an elastic deformed portion of the seismic isolation device from sinking in a building to replace a load bearing, when installing a plurality of seismic isolation devices to the building.
SOLUTION: The method for replacing load bearing comprises: a first step for temporary bearing a load of the building 10 by installing a temporary jack 35 between the vertical installation sections of the seismic isolation device 17 in the building 10; a second step for forming a seismic isolation setting space 52 between an upper skeleton structural body 30 and a lower skeleton structural body 31 in the building 10; a third step for mounting a load bearing replacing jack 39 for replacement and a wedge device 42 in parallel with each other between the seismic isolation device 17 and upper skeleton structural body 30 while mounting the seismic isolation device 17 onto the lower skeleton structural body 31 in the seismic isolation setting space 52; a fourth step for replacing the temporary load bearing of the temporary load bearing jack 35 with the load bearing replacing jack 39; and a fifth step for tightly contacting the seismic isolation device 17 with the skeleton structural body (the upper skeleton structural body 30 or the lower skeleton structural body 31) by means of the wedge device 42 so as to eliminate the clearance therebetween.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于替代隔震装置的承载的方法和装置，其防止隔震装置的弹性变形部分沉入建筑物中以更换承载，当安装多个隔震装置到建筑物。解决方案：用于更换承载轴承的方法包括：第一步骤，通过在建筑物10中的隔震装置17的垂直安装部分之间安装临时插座35来临时承载建筑物10的负载; 用于在建筑物10中的上骨架结构体30和下骨架结构体31之间形成隔震设置空间52的第二步骤; 在将隔震装置17安装到下骨架结构体31上的同时，在隔震装置17和上骨架结构体30之间安装用于更换的负载轴承更换千斤顶39和彼此平行的楔形装置42的第三步骤地震隔离设置空间52; 用负载更换千斤顶39替换临时承载千斤顶35的临时承载的第四步骤; 以及通过楔形装置42将隔震装置17与骨架结构体（上骨架结构体30或下骨架结构体31）紧密接触的第五步骤，以消除它们之间的间隙。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2008144472A Position adjustment method and device for connection of bridge girder 有权
标题翻译：位置调整方法及桥梁连接装置
公开(公告)号：JP2008144472A
公开(公告)日：2008-06-26
申请号：JP2006333083
申请日：2006-12-11
申请人： Okkusu Jack Kk , Yokogawa Bridge Holdings 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ホールディングス , 横河工事株式会社
发明人： OSHITA SATOJI , FURUTA TOMIYASU , SONOBE SATOSHI , HARADA TOSHIHIKO , HOSOBUCHI SEIJI , TEZUKA MITSUHIRO
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method and device capable of easily and accurately performing, even if a bridge girder has a weight of several tens of tons, position adjustment in a state with a load of a fraction of the weight.
SOLUTION: The position adjustment method for connection of a connecting bridge girder to an existing bridge girder comprises steps of transferring a setting beam with the connecting bridge girder placed thereon over the existing bridge girder; rockably connecting the connecting bridge girder to the setting beam by a second hinge part; connecting the setting beam to the existing bridge girder at a position different from the second hinge part by a first hinge part; pushing the connecting bridge girder together with the setting beam with the first hinge part as a fulcrum; lowering the connecting bridge girder with the first hinge part as the fulcrum in a manner of maintaining a balance by a wire rope while leaving the setting beam; and giving slight rotation to the setting beam with the first hinge part as the fulcrum to adjust the height of the connecting bridge girder.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供即使桥梁的重量为几十吨，能够容易且准确地执行的方法和装置，在负载为重量的一部分的状态下进行位置调整。用于将连接桥梁连接到现有桥梁的位置调整方法包括以下步骤：将设置梁与其上放置的连接桥梁一起传递到现有的桥梁上; 通过第二铰链部分将连接桥梁可摆动地连接到设置梁; 通过第一铰链部分将设定梁连接到与第二铰链部分不同的位置处的现有桥梁; 将连接桥梁与设置梁一起用第一铰链部分作为支点推动; 以第一铰链部作为支点以连接桥梁的方式以保持钢丝绳平衡的方式降低连接桥梁，同时离开设置梁; 并以第一铰链部作为支点给设定梁进行微小的旋转，以调节连接桥梁的高度。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2005350996A Bridge erection device and method 有权
标题翻译：桥式排除装置及方法
公开(公告)号：JP2005350996A
公开(公告)日：2005-12-22
申请号：JP2004174261
申请日：2004-06-11
申请人： Okkusu Jack Kk , Yokogawa Koji Kk , オックスジャッキ株式会社 , 横河工事株式会社
发明人： SUEZAWA HIROSHI , HOSOBUCHI SEIJI
IPC分类号： E01D21/06 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide an erection device and method for safely performing transfer of a long and heavy bridge on bridge piers, and jacking-down after transfer in a short time in the same preparatory setup.
SOLUTION: This bridge erection device for transferring the bridge 13 delivered from a higher place than an erected position, on the bridge piers 10 and then jacking down to erect the bridge 13 on the bridge piers 10, is provided with jack mounting members 30 detachably mountable to the bridge pier 10; lifting jack devices 39 mounted to the jack mounting members 30; lifting/lowering posts 32 engaged with the movable side of the jack devices 39 and the fixed side of the jack mounting members 30 and variable in the upper and lower positions repositioned by the lifting operation of the jack devices 39; and a delivery stage 38 detachably provided at the upper parts of the lifting/lowering posts 32 to transfer the bridge 13.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在桥墩上安全地执行长而重桥梁的传递的安装装置和方法，以及在相同的准备装置中在短时间内转移之后的起重装置。解决方案：用于传递从竖立位置的高处交付的桥接器13，桥接件10上的桥架安装装置，然后在桥墩10上起吊以架设桥架13，其具有千斤顶安装构件 30可拆卸地安装在桥墩10上; 安装到千斤顶安装构件30的升降千斤顶装置39; 与升降装置39的可动侧和千斤顶安装构件30的固定侧接合的升降支柱32可通过千斤顶装置39的提升操作而重新定位的上下位置变化; 以及可拆卸地设置在升降杆32的上部以传递桥梁13的输送台38.版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2014105484A Method for adjusting height of launching machine tip, and device for the same 有权
标题翻译：调整起动机头高度的方法及其装置
公开(公告)号：JP2014105484A
公开(公告)日：2014-06-09
申请号：JP2012258994
申请日：2012-11-27
申请人： Yokogawa Bridge Corp , 株式会社横河ブリッジ , Yokogawa Koji Kk , 横河工事株式会社 , Okkusu Jack Kk , オックスジャッキ株式会社
发明人： SUEZAWA HIROSHI , TOKUHARA DAISUKE , MIYAMOTO YUJI , HOSOBUCHI SEIJI , WATANABE ITSUHITO , MATSUDA HIROKAZU
IPC分类号： E01D21/00 , E01D21/06
摘要： PROBLEM TO BE SOLVED: To provide a method for adjusting height of a launching machine tip for smoothly transferring a launching machine by installing a rotary roller, an endless slide device on the top face of a bridge pier and a device for the same.SOLUTION: A lower face part of a launching machine tip part 21 becomes lower than a feed line 29 on a top face of a rotary roller 27 due to distortion of a launching machine 20, the launching machine tip part 21 is lifted up above the feed line 29 by a hydraulic jack 24 by using a hinge part 23 of a connection part with a launching machine body part 22 connected to a base end part of the launching machine tip part 21 as a supporting point, a lower face of the launching machine tip part 21 is made to reach the rotary roller 27 as lifting up the launching machine tip part 21, when the lower face of the launching machine tip part 21 reaches the rotary roller 27, transfer is stopped, the connection part between the launching machine tip part 21 and the launching machine body part 22 is lifted up by the hydraulic jack 24 by using the rotary roller 27 as a supporting point, the launching machine 20 is made into a substantially straight line, and the launching machine 20 is transferred on the rotary roller 27.
摘要翻译：要解决的问题：提供一种用于调整发射机端部的高度的方法，用于通过安装旋转辊来平稳地传送发射机，在桥墩的顶面上设置环形滑动装置及其装置。解决方案：由于发射机20的变形，发射机顶部21的下表面部分变得低于旋转辊27的顶面上的供给线29，所以发射机顶端部21被提升到馈送线29上方通过使用连接部的铰链部23与与发射机末端部21的基端部连接的发射机体部22作为支撑点的液压千斤顶24，发射机末端部21的下表面当起动机顶端部21的下表面到达旋转辊27时，转动停止，发射机顶端部21的连接部分通过使用旋转辊27作为支撑点，通过液压千斤顶24将发射机体部22提升，发射机20形成为大致直线，发射机20被转印到旋转辊27上。

6. 发明专利

JP2007162402A Turning device for bridge construction 有权
标题翻译：用于桥梁结构的转动装置
公开(公告)号：JP2007162402A
公开(公告)日：2007-06-28
申请号：JP2005362621
申请日：2005-12-16
申请人： Fukken Engineering:Kk , Japan Railway Construction Transport & Technology Agency , Okkusu Jack Kk , Yokogawa Bridge Corp , Yokogawa Koji Kk , オックスジャッキ株式会社 , 株式会社復建エンジニヤリング , 株式会社横河ブリッジ , 横河工事株式会社 , 独立行政法人鉄道建設・運輸施設整備支援機構
发明人： ISHII RYOJI , TORIBE TOSHIFUMI , MIZUGUCHI TOMOKI , NAKAYAMA YUJI , FUJIWARA YOSHINORI , NISHI MINORU , HOSOBUCHI SEIJI , HAYATA TOMOHIRO , IGUCHI MITSUO
IPC分类号： E01D21/08
摘要： PROBLEM TO BE SOLVED: To provide a turning device for bridge construction capable of smoothly turning a bridge even though a load on the bridge side is unevenly put on a pier side in the case that the bridge is turned and improving the work efficiency of the turning work of the bridge.
SOLUTION: The turning device for bridge construction is equipped with a pier side base member 10 provided at the pier 1 side, a bridge side base member 20 provided at the bridge 4 side, a pivot mechanism 30 capable of turning the bridge side base member 20 provided between both base members 10 and 20 to the pier side base member 10 and a tilting prevention mechanism 50 preventing the tilt of the bridge side base member 20 in the case that the bridge side base member 20 is turned, and is so constituted that the pivot mechanism 30 is equipped with one member 31 forming the end provided at the bridge side base member 20 side into an approximately hemispherical hemisphere 32 and the other member 33 forming the end provided at the pier side base member 10 into a hemispherical recess 34 slidably receiving the hemisphere 32.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够平稳地转动桥梁的桥梁结构的车削装置，即使在桥梁转动的情况下，桥侧的负载不均匀地放置在码头侧，并且提高了工作效率的桥梁的转弯工作。解决方案：用于桥梁结构的转动装置配备有设置在码头1侧的码头侧基座构件10，设置在桥4侧的桥侧基座构件20，能够使桥侧转动的枢转机构30 在基座构件10和20之间设置到墩座侧基座构件10的基座构件20以及在桥侧基座构件20转动的情况下防止桥侧基座构件20的倾斜的倾斜防止机构50 构成为，枢转机构30配备有一个构件31，其形成设置在桥侧基座构件20侧的端部成大致半球状的半球32，而另一构件33形成设置在码头侧基部构件10处的端部成为半球形凹部 34可滑动地接收半球32.版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2014015778A Thin-type jack for sliding, and device and method for moving heavy object using the jack 有权
标题翻译：用于滑动的薄型夹具，以及使用夹子移动重物的装置和方法
公开(公告)号：JP2014015778A
公开(公告)日：2014-01-30
申请号：JP2012154292
申请日：2012-07-10
申请人： Yokogawa Koji Kk , 横河工事株式会社 , Okkusu Jack Kk , オックスジャッキ株式会社
发明人： NAKANO KEITA , MIYAMOTO YUJI , KOIZUMI KEITA , HOSOBUCHI SEIJI , WATANABE ITSUHITO
IPC分类号： E01D21/00 , B66F3/24
摘要： PROBLEM TO BE SOLVED: To provide a device and a method, capable of surely laterally moving a heavy object without damaging a rubber shoe mounted to a bottom face of the heavy object while improving work efficiency by using a thin-type jack for sliding substantially as thick as the rubber shoe.SOLUTION: In a lateral moving device for laterally moving a heavy object and installing a rubber shoe on an installation base, a thin-type jack for sliding, which becomes lower than the rubber shoe when a machine height is lowered, is installed in a gap between a temporary rail and the heavy object. In the jack, one center cylinder is formed at a substantially central position of a plate-like cylinder body, six outer-circumference cylinders having a substantially equal diameter are formed at substantially equal intervals in an outer circumference of the center cylinder, and the seven cylinders are made to communicate with one another by an oil canal. Pistons having a substantially-equal pressure-receiving area are fitted to the seven cylinders so as to freely vertically move, respectively, a presser plate is disposed on arcuate pressure surfaces of the seven pistons, and a sliding member is provided on a sliding surface with the temporary rail in the cylinder body.
摘要翻译：要解决的问题：提供一种能够确实横向移动重物而不损坏安装在重物的底面上的橡胶鞋的装置和方法，同时通过使用薄型千斤顶大致为基本上滑动而提高工作效率作为橡胶鞋厚。解决方案：在用于横向移动重物并在安装基座上安装橡胶鞋的横向移动装置中，当机器高度降低时，滑动的薄型千斤顶变得低于橡胶鞋安装在临时导轨和重物之间的间隙中。在插座中，一个中心圆筒形成在板状圆柱体的大致中心位置处，具有基本上相等直径的六个外周圆筒在中心圆筒的外圆周上以大致相等的间隔形成，气缸通过油管相互连通。具有基本上相等的受压面积的活塞被安装在七个气缸上，以分别自由地垂直移动，压板设置在七个活塞的弓形压力表面上，滑动构件设置在滑动面上，气缸体内的临时导轨。

8. 发明专利

JP2007291719A Method and equipment for erecting heavy load 有权
标题翻译：影响重负荷的方法和设备
公开(公告)号：JP2007291719A
公开(公告)日：2007-11-08
申请号：JP2006120531
申请日：2006-04-25
申请人： Okkusu Jack Kk , Yokogawa Koji Kk , オックスジャッキ株式会社 , 横河工事株式会社
发明人： SUEZAWA HIROSHI , HOSOBUCHI SEIJI , FUTAESAKU KAO
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method which enables the transfer of a rear portion of a heavy load and a jack-down operation after the transfer to be performed through the same steps, and which enables a series of respective operations of installing a jack-down unit itself on a bridge pier and removing it from the bridge pier after the transfer to be safely performed in a short period of time.
SOLUTION: This method comprises: a step of transferring the heavy load by using a truck which is installed in a transfer passage; a step of supporting one end of the heavy load by erecting a load bearing support of rear-portion erection equipment, mounted on the heavy load, in the transfer passage, when the heavy load is shifted to a predetermined position; a step of fixing the pull-in side of the rear-portion erection equipment, so as to jack down a replacement side along with the heavy load by using a jack unit; a step of fixing the replacement side of the rear-portion erection equipment, so as to jack down the pull-in side by using the jack unit; a step of jacking down the heavy load to an installation base by repeating the step of jacking down the replacement side, and the step of jacking down the pull-in side; and a step of removing the rear-portion erection equipment after the heavy load is jacked down.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过相同的步骤在传送后能够传送重负载的后部和自由下降操作的方法，并且能够进行一系列各自的操作在桥墩上安装自升式单元本身，并在转移后将其从桥墩上拆下，以便在短时间内安全执行。解决方案：该方法包括：通过使用安装在传送通道中的卡车来传送重负荷的步骤; 当重负载转移到预定位置时，通过在安装在重负载上的后部安装设备的承载支撑件在传送通道中架设重负荷的一端的步骤; 固定后部安装设备的拉入侧的步骤，以便通过使用千斤顶单元与重负载一起将替换侧压下; 固定后部安装设备的更换侧的步骤，以便通过使用千斤顶单元将其拉入一侧; 通过重复进行更换侧的升降的步骤，以及向下拉入侧的步骤，将沉重的载荷下降到安装基座的步骤; 并且在重负载之后卸下后部安装设备的步骤被压下。版权所有（C）2008，JPO＆INPIT

9. 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。

10. 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

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