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1. 发明专利

JP2003055912A Method of constructing grade separation at grade crossing part and viaduct 有权
标题翻译：构建分级交叉部分等级分级的方法
公开(公告)号：JP2003055912A
公开(公告)日：2003-02-26
申请号：JP2002163777
申请日：2002-06-05
申请人： Taisei Corp , 大成建設株式会社
发明人： SAKAMOTO OSAMU , MATANO MINORU , TAKAMIYA MASAHIDE , KOBAYASHI MITSUHARU , INAMORI HIROYASU
IPC分类号： E01C1/04 , E01D11/04 , E01D24/00
CPC分类号： Y02A30/68
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a grade separation at a grade crossing part, and a viaduct, which can reduce the range and period of traffic control compared with conventional construction work of a grade separation at a grade intersection or crossing, that is, capable of minimizing traffic jams due to the construction work.
SOLUTION: The method of constructing a grade separation at a grade crossing part of a traffic way by use of a cable-stayed bridge includes a construction base building process for building a construction base 3 over an existing road without obstructing traffic on existing traffic roads; a main tower building process for building a main tower 1a by use of the construction base 3; a floor slab erecting process for erecting using the construction base 3 a floor slab 1b of a horizontal part and a floor slab 1b' which serves as a diagonal path leading to a first road 10a, by suspending the floor slabs from the main tower 1a by use of diagonals 1c, an horizontally overhanging the floor slabs for erecting in sequence; and a floor slab tilting process for tilting the floor slab 1b' as the diagonal path into a predetermined gradient by adjusting the diagonal 1c after erection of the floor slabs.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种在坡口交叉口或交叉路口与等级分离的常规施工工作相比，可以降低交叉口部分的坡度分离方法和高架桥，可以减少交通管制的范围和周期，也就是说，由于施工工作，能够减少交通堵塞。解决方案：采用斜拉桥在交通道路交叉部分建成坡度分离方法，包括建设基地建设过程，在现有道路上建设施工基地3，不妨碍现有交通道路交通; 通过施工基地3建造主塔1a的主塔建造过程; 一种用于使用施工基座3竖立一层水平部分的地板坯1b和用作通向第一道路10a的对角路径的地板1b'的地板平展装置，通过将来自主塔架1a的地板块悬挂在主塔架1a上使用对角线1c，一个水平悬垂的楼板依次架设; 以及通过在架设楼板之后调整对角线1c，将作为对角线路的地板1b'倾斜到预定梯度的地板倾斜过程。

2. 发明专利

JP2003313823A Construction method of elevated bridge 有权
标题翻译：高架桥施工方法
公开(公告)号：JP2003313823A
公开(公告)日：2003-11-06
申请号：JP2002122061
申请日：2002-04-24
申请人： Nippon Steel Corp , Taisei Corp , 大成建設株式会社 , 新日本製鐵株式会社
发明人： TAKAMIYA MASAHIDE , INAMORI HIROYASU , SHIRATANI KOJI , MUROI SHINJI , KASAHARA KAZUHIRO , SATAKE TAKAHIRO
IPC分类号： E01D21/00 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an elevated bridge capable of moderating the traffic jam resulted from a traffic regulation according to the construction of a jointing part, in a construction method of the elevated bridge comprising horizontally erecting a girder above an existing road and inclining the girder at a prescribed gradient to construct a ramp part. SOLUTION: When a jointing bridge girder 2 is assembled in an underground space part 1 formed by digging the existing road R, and the bridge girder 12 horizontally erected above the existing road is inclined at a prescribed gradient to construct the ramp part A2, the jointing bridge girder 2 is inclined at the prescribed gradient to construct the jointing part A1 for connecting the ramp part A2 to the existing road R. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够根据接合部的结构的交通规则调节交通堵塞的高架桥的施工方法，在高架桥的施工方法中，包括水平地竖立大梁在现有道路上方，并以规定的坡度倾斜大梁以构成斜坡部分。解决方案：当将连接桥梁2组装在通过挖掘现有道路R形成的地下空间部分1中并且在现有道路上方水平竖立的桥梁12以规定的坡度倾斜以构成坡道部分A2 ，连接桥梁2以规定的坡度倾斜，构成将斜坡部分A2连接到现有道路R的连接部分A1。（C）2004，JPO

3. 发明专利

JP2003034911A Replacing method for bridge girder 审中-公开
标题翻译：桥梁扶手的更换方法
公开(公告)号：JP2003034911A
公开(公告)日：2003-02-07
申请号：JP2001223897
申请日：2001-07-25
申请人： Taisei Corp , 大成建設株式会社
发明人： ANZAI TOSHIAKI , HIRACHI MASANORI , INAMORI HIROYASU
IPC分类号： E01D21/00 , E01D24/00 , E01D101/24
摘要： PROBLEM TO BE SOLVED: To provide a replacing method for a bridge girder by which replacing work of the bridge girder can be quickly executed without using a large crane.
SOLUTION: In a state that an existing bridge girder 1 erected on adjacent piers in the bridge axis direction is supported from the lower direction by jacks 4a laid on trucks 4b, the both ends of the existing bridge girder 1 is cut off so as to become shorter than the span L of the bridge piers 3, and at the same time, the replacing work of the bridge girder is executed by a replacing preparing process to construct a new bridge girder 2 to be erected on the bridge piers 3 on the existing girder 1, a bridge girder lowering process to lower the existing bridge girder 1 by the jacks 4a in a state that the new bridge girder 2 is laid on the existing bridge girder 1, a new bridge girder erecting process to erect the new bridge girder 2 on the bridge piers 3, and an existing bridge girder carrying-out process to carry out the existing bridge girder 1 supported by the jacks 4a.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种用于桥梁的替换方法，通过该替换方法可以在不使用大型起重机的情况下快速执行桥梁的更换工作。解决方案：在桥架轴线方向上竖立在相邻桥墩上的现有桥梁1由放置在货车4b上的插座4a从下方支撑的状态下，切断现有桥梁1的两端，使其成为比桥墩3的跨度L短，同时通过更换准备处理来执行桥梁的替换工作，以在现有的桥梁上的桥墩3上构造一个要架设的新的桥桁架2 如图1所示，在新桥梁2铺设在现有桥梁1上的状态下，通过千斤顶4a降低现有桥梁1的桥梁下降过程，将新桥梁2竖立起来的新的桥梁竖立过程桥墩3，以及现有的桥墩执行过程，以执行由千斤顶4a支撑的现有桥梁1。

4. 发明专利

JP2004123260A Movable crane 有权
公开(公告)号：JP2004123260A
公开(公告)日：2004-04-22
申请号：JP2002286708
申请日：2002-09-30
申请人： Kitagawa Iron Works Co Ltd , Taisei Corp , 大成建設株式会社 , 株式会社北川鉄工所
发明人： OTA MITSUHIKO , KOBAYASHI NOBUAKI , INAMORI HIROYASU , SHIRAISHI SHUNEI , OBARA SUNAO , HIRAKAWA RYUICHI , OYAMA AKIRA , KAWAMOTO KIYOMICHI
IPC分类号： B66C5/02 , B66C19/00
摘要： PROBLEM TO BE SOLVED: To provide a movable crane for efficiently carrying objects in a stable condition without requiring a wide working site on the side of an installation area for continuously installing the objects in one direction.
SOLUTION: The movable crane 10 for continuously installing the objects in the longitudinal direction comprises a horizontal jib (a horizontal member) 20 extending in the longitudinal direction, a front leg portion (a first leg portion) 30 movable in one direction while supporting the horizontal jib 20 at its front end in height, a rear leg portion (a second leg portion) 50 for bringing into contact with the previously installed objects at their upper faces when supporting the horizontal jib 20 at its rear end in height, and a lifting means 60 movable along the horizontal jib 20 between the front leg portion 30 and the rear leg portion 50. The lifting means 60 can carry the objects by lifting.
COPYRIGHT: (C)2004,JPO

5. 发明专利

JPH11336022A SUPPORT STRUCTURE OF ARCH RING IN ARCH BRIDGE CONSTRUCTION 失效
公开(公告)号：JPH11336022A
公开(公告)日：1999-12-07
申请号：JP14700698
申请日：1998-05-28
申请人： TAISEI CORP
发明人： MIYAUCHI MASAMI , HORIGUCHI MASAICHI , MUKONO MOTOHARU , INAMORI HIROYASU
IPC分类号： E01D2/00 , E01D4/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a support structure of an arch ring in an arch bridge construction which can sufficiently withstand the internal stress caused by the dead weight of the arch ring stuck out to form a cantilever and can be safely and efficiently carried out because it does not require any replacement of laid horizontal members. SOLUTION: This support structure is constituted of a vertical member (end post 11) vertically erected from an abutment (arch abut 2) and provided with a retaining member (backstay 12) at the rear side, vertical members 13 erected from an arch ring 4 protruding forward from the abutment (arch abut 2), and diagonals 15 directly hanging the arch ring 4 at the diagomal forward side from the connection part of the vertical member (end post 11) or the vertical member 13 and the horizontal member 14. The horizontal members 14 are laid at a position lowered by a height relative to the construction of a reinforcing girder from the top of the vertical member (end post 11) or the vertical member 13.

6. 发明专利

JP2003313821A Method for erecting bridge 有权
标题翻译：桥梁修复方法
公开(公告)号：JP2003313821A
公开(公告)日：2003-11-06
申请号：JP2002117890
申请日：2002-04-19
申请人： Mic:Kk , Taisei Corp , 大成建設株式会社 , 株式会社ミック
发明人： KOBAYASHI NOBUAKI , SHIMIZU TORU , INAMORI HIROYASU , NISHIDA YASUO , HIROTA SUSUMU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method for erecting a bridge capable of easily carrying and erecting the bridge above a prescribed area in the state where the influence to the environment in a prescribed area is reduced since a carrying means for the bridge is not set within the prescribed area.
SOLUTION: This method for electric bridge comprises steps of setting the bridge 1 on a lifting jack device (lifting means) 13 so that at least a length capable of crossing a roadway S (prescribed area) or a length capable of being set on a traveling truck for support (another vehicle) 10B is protruded from a traveling truck for carrying (one vehicle) 10A; moving the traveling truck 10A toward the roadway S with the protruding part of the bridge 1 forward to support the bridge 1 which crosses the roadway S by the lifting jack device 13 of the traveling truck for supporting (another vehicle) 10B; and replacing the bridge 1 on a preliminarily set pier 2 or bridge base and erecting the bridge above the roadway S.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种用于在规定区域对环境的影响减小的状态下搭建桥梁的方法，该桥架能够容易地在规定区域上承载和架设桥梁，因为桥梁的承载装置不在规定范围内。解决方案：该电桥的方法包括以下步骤：将桥接器1设置在提升千斤顶装置（提升装置）13上，使得能够穿过道路S（规定区域）或能够设定的长度的至少一段长度在用于支撑的行驶车（另一车辆）10B从用于运送（一个车辆）10A的行驶车辆突出; 将行进车辆10A朝向巷道S移动，桥梁1的突出部分向前移动以通过用于支撑（另一车辆）10B的行进车辆的提升千斤顶装置13支撑跨越道路S的桥梁1; 并在预先设置的码头2或桥基座上更换桥梁1，并在道路S上方架设桥梁。版权所有（C）2004，JPO

7. 发明专利

JP2003253623A REBUILDING CONSTRUCTION METHOD FOR BRIDGE BEAM 审中-公开
公开(公告)号：JP2003253623A
公开(公告)日：2003-09-10
申请号：JP2002056759
申请日：2002-03-04
申请人： TAISEI CORP
发明人： TAKAMIYA MASAHIDE , INAMORI HIROYASU
IPC分类号： E01D2/00 , E01D21/00 , E01D24/00 , E01D101/24
摘要： PROBLEM TO BE SOLVED: To provide a rebuilding construction method for a bridge beam capable of quickly and efficiently performing rebuilding work of the bridge beam even when a large machine for removing-installing work cannot be carried in on the ground. SOLUTION: An existing bridge beam 1 is installed between bridge piers 3 and 3 adjacent in the bridge axis direction, and is removed by a suspending device 5 for moving on an erection girder 4 arranged in the bridge axis direction. A new bridge beam 2 is installed by the suspending device 5. At this time, the suspending device 5 performs a new bridge beam assembling process of assembling the new bridge beam 2 in a movable range in parallel to an existing bridge beam removing process of removing the existing bridge beam 1. COPYRIGHT: (C)2003,JPO

8. 发明专利

JP2009068214A Superstructure of bridge, method of constructing superstructure of bridge, and method of increasing width of superstructure of bridge 有权
标题翻译：桥梁结构，桥梁结构施工方法及增加桥梁结构宽度的方法
公开(公告)号：JP2009068214A
公开(公告)日：2009-04-02
申请号：JP2007236219
申请日：2007-09-12
申请人： Central Nippon Expressway Co Ltd , Kajima Corp , Taisei Corp , 中日本高速道路株式会社 , 大成建設株式会社 , 鹿島建設株式会社
发明人： GENJIMA RYOICHI , WADA NOBUFUMI , OSADA KOJI , INAMORI HIROYASU , TANABE AKIRA , SAITO KIMIO , ARAI TAKAHIRO
IPC分类号： E01D19/00 , E01C1/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a superstructure of a bridge in which the arrangement of girder parts around receiving members is hard to be complicated.
SOLUTION: This superstructure A of a bridge comprises the girder parts 11, extension floor boards 13, 20 extending from the girder parts 11 sideways, the receiving members 30 secured to the lower parts of the girder parts 11, respectively, and struts 40 diagonally rising from the receiving members 30. The extension floor boards 13, 20 are supported by the struts 40. An engagement projection is formed on the rear surface of the receiving member 30. An engagement recess is formed in the lower outer surface of the girder part 11 at a depth equal to or smaller than the covering depth of reinforcements. With the engagement projection engaged with the engagement recess, the receiving member 30 is secured to the girder part 11.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种桥梁的上部结构，其中围绕接收构件的梁部件的布置难以复杂。解决方案：桥梁的上部结构A包括横梁部分11，横向延伸的梁架部分11，延伸地板13,20，分别固定在大梁部分11的下部的支承构件30和支柱延伸地板13,20由支柱40支撑。接合突起形成在接收构件30的后表面上。接合凹部形成在接收构件30的下外表面中梁部分11的深度等于或小于加强物的覆盖深度。通过接合突起与接合凹部接合，接收构件30固定到梁部分11上。（C）2009，JPO＆INPIT

9. 发明专利

JP2004316295A Construction method for divided bridge body type traffic route, and divided bridge body type traffic route 有权
公开(公告)号：JP2004316295A
公开(公告)日：2004-11-11
申请号：JP2003113162
申请日：2003-04-17
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIDA YASUO , OTA MITSUHIKO , IMAI YOSHIAKI , INAMORI HIROYASU , KASAKURA KAZUYOSHI , KOBAYASHI NOBUAKI
IPC分类号： E01C1/04 , E01D2/04 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a divided bridge body type traffic route capable of lessening influence imparting to economic activity of a peripheral local society and environment by constructing a divided bridge body type traffic route without regulating existing traffic condition.
SOLUTION: The present method is a construction method for a divided bridge body type traffic route and includes a support erection process in which a support 11 is erected on an existing road ( traffic road ), a divided bridge body construction process in which a top slab 12 is fitted to the top of the support 11 to construct the divided bridge body 10 and form a road D2 on the divided bridge body 10, a divided bridge body widening process in which a side slab 13 is fitted to the side part of the divided bridge body 10 and the upper face of the divided bridge body 10 is widened, and a traffic road widening process in which the road D2 on the divided bridge body 10 is widened.
COPYRIGHT: (C)2005,JPO&NCIPI

10. 发明专利

JP2004169492A Support device 审中-公开
标题翻译：支持设备
公开(公告)号：JP2004169492A
公开(公告)日：2004-06-17
申请号：JP2002338876
申请日：2002-11-22
申请人： Taisei Corp , 大成建設株式会社
发明人： KOBAYASHI NOBUAKI , INAMORI HIROYASU , KASAKURA KAZUYOSHI , OBARA SUNAO
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a support device capable of inclining a member at a predetermined angle without putting the member with the inclined surface between the member and a supporting means or setting a plurality of devices in the inclined direction of one member.
SOLUTION: The supporting device 10 for supporting a divided top slab (member) 5 on a predetermined height is installed on a frame (body) 11 and the top of the frame 11, and it comprises a plurality of supporting means 20 for supporting the lower surface of a divided top slab 5, each supporting means 20 is expansible in the vertical direction, at the same time, it is movable in the horizontal direction at the top of the frame 11, and at least one of an amount of expansion of the supporting means 20 and an amount of horizontal movement of the supporting means 20 is adjusted to enable it to support on a predetermined height in a state to incline the divided top slab 5.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够将构件倾斜预定角度的支撑装置，而不将具有倾斜表面的构件放置在构件和支撑装置之间，或者在一个构件的倾斜方向上设置多个装置。解决方案：用于将预定高度的分开的顶板（构件）5支撑的支撑装置10安装在框架（主体）11和框架11的顶部上，并且其包括多个支撑装置20，用于支撑分割顶板5的下表面，每个支撑装置20在垂直方向上是可膨胀的，同时可在框架11的顶部沿水平方向移动，并且至少一个调整支撑装置20的膨胀和支撑装置20的水平运动量，以使其能够在使分割的顶板5倾斜的状态下在预定高度上支撑。版权所有（C）2004，JPO

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