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1. 发明专利

JP2010047918A Concrete placing joint structure and jointing method 审中-公开
标题翻译：混凝土接合结构和接合方法
公开(公告)号：JP2010047918A
公开(公告)日：2010-03-04
申请号：JP2008211098
申请日：2008-08-19
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： SHOJI AKIO , SAKANISHI KAORU
IPC分类号： E04G21/02 , E01D19/02
摘要： PROBLEM TO BE SOLVED: To provide a concrete placing joint structure and a jointing method for preventing the occurrence of crack.
SOLUTION: In the concrete placing joint structure of a first concrete part being a large cross section part and a second concrete part being a small cross section part, an end face of a jointing connection part of the first concrete part 1 with the second concrete part 2 is formed to have the same end face shape and cross sectional area as an end face shape and cross sectional area of an end face of a jointing connection part of the second concrete part 2. A jointing connection part 5 having parts having the same cross sectional area between the predetermined dimension of length from the end face of the jointing connection part is provided in the first concrete part 1 as a part of the second concrete part 2, and concrete for the second concrete part is placed to connect with the jointing connection part 5 in the first concrete part and construct the second concrete part 2. After the jointing connection part is provided in the first concrete part, concrete for the second concrete part is placed.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止裂纹发生的混凝土浇筑接头结构和接合方法。解决方案：在第一混凝土部分为大截面部分的混凝土浇筑接头结构中，第二混凝土部分为小横截面部分，第一混凝土部分1的接合连接部分的端面与第二混凝土部分2形成为具有与第二混凝土部分2的接合连接部分的端面形状和截面面积相同的端面形状和横截面积。接合连接部分5具有部分具有在作为第二混凝土部件2的一部分的第一混凝土部件1中设置有从接合连接部的端面在预定长度的相同的横截面积，并且将用于第二混凝土部件的混凝土放置成与第一混凝土部分中的接合连接部分5并构造第二混凝土部分2.在第一混凝土部分中设置接合连接部分之后，用于第二混凝土部件的混凝土 t被放置。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2009144371A Method and system for checking infilling of grout into cable sheath of pc structure 有权
标题翻译：检查PC结构电缆入口的方法和系统
公开(公告)号：JP2009144371A
公开(公告)日：2009-07-02
申请号：JP2007321271
申请日：2007-12-12
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： KOMINE KEIZO , SHOJI AKIO , SAKANISHI KAORU , NIITANI NORIJI , WATASE HIROSHI
IPC分类号： E04G21/12 , E01D1/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To check the degree of infilling of grout into a cable sheath of a post-tensioned type PC structure with a high degree of accuracy.
SOLUTION: In this method for checking the infilling of the grout into the cable sheath 11 of the post-tensioned type PC structure, an injection port for injecting the grout into the cable sheath 11 is provided; an exhaust port for discharging air in the cable sheath 11 is provided; and a flow sensor 13 for measuring the amount of exhaust air from inside the cable sheath 11 via the exhaust port is provided. The grout is infilled into the cable sheath 11 via the injection port. Thus, the amount of the exhaust air discharged from inside the cable sheath 11 via the exhaust port is measured by means of the flow sensor 13, and the infilling of the grout into the cable sheath 11 is checked on the basis of the measured amount of the exhaust air.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：以高精度检查灌浆到后张紧型PC结构的电缆护套中的程度。解决方案：在这种用于检查灌浆到后张紧型PC结构的电缆护套11中的方法中，提供了一种用于将浆料注入电缆护套11的注入端口。设置用于排出电缆护套11中的空气的排气口; 并且设置有用于经由排气口测量来自电缆护套11内部的排气量的流量传感器13。灌浆通过注射口填充到电缆护套11中。因此，通过流量传感器13测量经由排气口从电缆护套11内部排出的排气量，并且基于测量的量的量来检查灌浆到电缆护套11中排气。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2008248531A Method of disassembling and removing support beam and upper support beam 有权
标题翻译：拆卸和移除支撑梁和上支撑梁的方法
公开(公告)号：JP2008248531A
公开(公告)日：2008-10-16
申请号：JP2007089194
申请日：2007-03-29
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： SHOJI AKIO , MUTO MASARU , TAKAHATA MASAYUKI
IPC分类号： E01D24/00
摘要： PROBLEM TO BE SOLVED: To provide a method of disassembling and removing a support beam capable of shortening a traffic interruption time and an upper support beam.
SOLUTION: After a bridge 3 is constructed through the upper support beam 6 constructed by supporting it on a lower support beam, a supporting lateral beam 14 having a moving device on the bridge 3 is so installed as to be extended from the bridge 3. A suspended member 16 is suspended from the extension end part of the supporting lateral beam 14 through a jack 15 or a hoist. After the upper support beam 6 is moved in the bridge axis direction with the upper support beam 6 supported on the lifted support member 16, the upper support beam 6 is disassembled and removed. The upper support beam used for the method of disassembling and removing the upper support beam 6 is also provided.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种拆卸和移除能够缩短交通中断时间的支撑梁和上支撑梁的方法。解决方案：在通过支撑在下支撑梁上构造的上支撑梁6构造桥3之后，在桥3上具有移动装置的支撑横梁14安装成从桥架延伸悬挂构件16通过千斤顶15或起重机从支撑横梁14的延伸端部悬挂。在上支撑梁6被支撑在提升的支撑构件16上的上支撑梁6沿桥轴线方向移动之后，上支撑梁6被拆卸和拆卸。还提供了用于拆卸和移除上支撑梁6的方法的上支撑梁。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2008038546A Pyron type overhang construction apparatus, and construction method 审中-公开
标题翻译： PYRON型超大建筑设备及施工方法
公开(公告)号：JP2008038546A
公开(公告)日：2008-02-21
申请号：JP2006217369
申请日：2006-08-09
申请人： Oriental Shiraishi Corp , Tomoe Kikai Kogyo Kk , オリエンタル白石株式会社 , 巴機械工業株式会社
发明人： SHOJI AKIO , TAKECHI TSUTOMU , HONDA KAZUNARI , TAKAGI YUKIO
IPC分类号： E01D21/10
摘要： PROBLEM TO BE SOLVED: To provide a pyron type overhang construction apparatus and a construction method which reduce construction costs and a construction period.
SOLUTION: The pyron type overhang construction apparatus is used to support web members 7a (7b) or frame members of a PC bridge in an overhanging position. The pyron type overhang construction apparatus includes a pyron 1 anchored removably to the front end of an overhanging block at the existing side, a diagonal member 22 at the existing side which connects the pyron 1 to an existing block 23, and a diagonal member 5 at the new construction side which connects the front end of a web member 7a (7b) or frame member at the new construction side that is anchored in an overhanging position to a web member 7a (7b) or frame member of the existing block 23, to the pyron 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种pyron型悬臂施工装置和降低施工成本和施工期的施工方法。解决方案：蟒蛇式悬臂施工装置用于支撑悬臂位置的腹板构件7a（7b）或PC桥的框架构件。蟒蛇式悬臂施工装置包括可拆卸地锚固在现有侧的悬伸块的前端的一个长条1，将现有的一个将现有的块23连接在一起的现有侧的对角构件22和一个对角构件5 将位于伸出位置的新构造侧的腹板构件7a（7b）或框架构件的前端连接到现有块23的腹板构件7a（7b）或框架构件的新结构侧， pyron 1.版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2017082405A Ｔ桁の架設方法有权
公开(公告)号：JP2017082405A
公开(公告)日：2017-05-18
申请号：JP2015208656
申请日：2015-10-23
申请人：西日本高速道路株式会社 , West Nippon Expressway Co Ltd , オリエンタル白石株式会社 , Oriental Shiraishi Corp
发明人： OSHIRO SOSHI , SHOJI AKIO , KAKUMOTO SHU , SAITO KOJI , TAWARA AYAKO
IPC分类号： E01D21/00 , E01D1/00 , E01D2/00
摘要：【課題】コンクリート打設時の埋設型枠の落下、腐食等による経時的な埋設型枠の落下、及び間詰めコンクリートの剥落の心配が無いとともに、作業的にも手間が掛からず、施工費を低減することができるT桁の架設方法を提供する。【解決手段】軸方向に直交する鉛直断面がT字状の複数のT桁1を、橋脚や橋台などの橋の下部構造Aの各径間に架け渡して設置するT桁の架設方法であって、四角形状の底板50と、この底板50の短手方向の両端部から上方に向け互いに広がるように傾斜する一対の側板51と、これら一対の側板51同士を連結する連結リブ52と、を備えた樹脂製の埋設型枠5を、橋幅方向(Y方向)に隣接するT桁1間の間詰め部4にT桁1の上面から無足場で設置する型枠設置工程を備える。【選択図】図10

6. 发明专利

JP2009030246A Concrete wet-curing method and curing facility 审中-公开
标题翻译：混凝土湿固化方法和固化设施
公开(公告)号：JP2009030246A
公开(公告)日：2009-02-12
申请号：JP2007192450
申请日：2007-07-24
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： SHOJI AKIO , SAKANISHI KAORU
IPC分类号： E01D21/00 , E01D19/12 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a concrete wet-curing method and its facility.
SOLUTION: The concrete wet-curing method comprises laying a concrete curing mat having at least a wet-curing mat, on the surface of a concrete bridge, installing sprinkling pipelines 11 arranged at predetermined spaces on the upper face of the curing mat 8, providing a sheet material to cover the curing mat 8 and the sprinkling pipelines 11, continuously sprinkling the sprinkling water on the curing mat from the sprinkling pipelines in a state of providing either one of the concrete curing mat 8 and the sheet material with a heat insulating material, controlling the curing water to a constant water temperature, and maintaining a wet-curing state. The concrete wet-curing facility comprises a curing water supply tank 7 connected to the sprinkling pipelines 11; a water collecting part provided downstream of the bridge surface; and a water storage tank 14 connected to the water collecting part 13; wherein the water storage tank 14 and the water supply tank 7 are connected through a pipeline having a conveying pump 15 and a water temperature control device 17.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供具体的湿固化方法及其设备。解决方案：混凝土湿固化方法包括在混凝土桥面上铺设至少具有湿固化垫的混凝土固化垫，在固化垫的上表面上安装布置在预定空间的喷洒管11 如图8所示，提供用于覆盖固化垫8和喷洒管道11的片材，在将混凝土固化垫8和片材材料中的任何一个提供至少一个的状态下，从喷洒管道连续地将喷洒的水喷洒在固化垫上绝热材料，将固化水控制到恒定的水温，并保持湿固化状态。具体的湿式固化设备包括连接到喷洒管道11的固化供水罐7; 设置在桥面的下游的集水部; 和与集水部13连接的储水箱14; 其中储水箱14和供水箱7通过具有输送泵15和水温控制装置17的管道连接。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2009030247A Method of reducing temperature stress at concrete-placed joint between concrete blocks of bridge girder 审中-公开
标题翻译：减少桥梁混凝土块混凝土接头温度应力的方法
公开(公告)号：JP2009030247A
公开(公告)日：2009-02-12
申请号：JP2007192456
申请日：2007-07-24
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： SAKANISHI KAORU , SHOJI AKIO
IPC分类号： E01D21/00 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a method of reducing a temperature stress at a concrete-placed joint between concrete blocks of a bridge girder.
SOLUTION: The method of reducing a temperature stress at the concrete-placed joint, is implemented at the concrete-placed joint between concrete blocks, where concrete 3 is jointedly placed in order to construct a new concrete block 2 in a manner being connected to an existing concrete block 1, by heating at least one end of the existing concrete block 1, adjacent to the new concrete block 2 to be cured. Specifically the existing concrete block 1 is heated to a predetermined temperature, and thereafter the new concrete 3 for the new concrete block is placed. Alternatively the new concrete 3 for the new concrete block is placed, and thereafter the existing concrete block 1 is heated to the predetermined temperature.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种降低桥梁混凝土块之间的混凝土浇筑接头处的温度应力的方法。解决方案：在混凝土浇注接头处降低温度应力的方法是在混凝土块之间的混凝土浇筑接头处实施的，混凝土块3被连接放置，以便构造一个新的混凝土块2 通过加热现有混凝土块1的至少一端，与待固化的新混凝土块2相邻，连接到现有的混凝土块1。具体地说，将现有的混凝土块1加热到预定温度，然后放置用于新混凝土块的新混凝土3。或者，放置用于新混凝土块的新混凝土3，然后将现有的混凝土块1加热到预定温度。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2017082403A 埋設型枠有权
公开(公告)号：JP2017082403A
公开(公告)日：2017-05-18
申请号：JP2015208654
申请日：2015-10-23
申请人：西日本高速道路株式会社 , West Nippon Expressway Co Ltd , オリエンタル白石株式会社 , Oriental Shiraishi Corp
发明人： OSHIRO SOSHI , KAKUMOTO SHU , SHOJI AKIO , TAWARA AYAKO
IPC分类号： E01D21/00
摘要：【課題】プレキャスト部材の間に形成される間詰め部に、足場を設けることなく容易に取り付けができ、間詰め部からの脱落の防止を実現することのできる埋設型枠を提供する。【解決手段】本発明を適用した埋設型枠1は、間隔を空けて並設された複数のプレキャスト部材5の間に形成される間詰め部6に経時硬化性材8を埋めるために用いられるものであって、板状に形成される底面部材2と、底面部材2の幅方向の両端に連続して設けられる一対の側面部材3と、一対の側面部材3の間に形成される複数のリブ部材4とを備える。【選択図】図9

9. 发明专利

JP2009179999A Erection apparatus for constructing capital, method of constructing movable work vehicle using part of the same, and method of overhanging bridge 有权
标题翻译：用于构建资本的装置，使用其一部分构造可移动工作车辆的方法以及过渡桥的方法
公开(公告)号：JP2009179999A
公开(公告)日：2009-08-13
申请号：JP2008019581
申请日：2008-01-30
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： SHOJI AKIO
IPC分类号： E01D21/00 , E01D1/00 , E01D2/04 , E01D21/10
摘要： PROBLEM TO BE SOLVED: To provide an erection apparatus for constructing a first block, a method of constructing a movable work vehicle using part of the erection apparatus, and an overhanging constructive method of a bridge.
SOLUTION: The erection apparatus 1 for constructing the overhanging first block is formed of: supports set on a capital; support beams 5 extending from the capital 12 in an overhanging direction; and detachable transverse support beams 26 supported by the support beams 5, used as a transverse beams 25 of the movable work vehicle 34, and extending in a bridge axis orthogonal direction. The erection apparatus thus formed functions to hang and support timbering by the transverse support beams 26. After construction of the overhanging first block by the construction and erection apparatus, the transverse support beams 26 for hanging and supporting the timbering are built in as the transverse beams of the movable work vehicle movably set on the overhanging first block, and the movable work vehicle having the transverse beams built therein functions to construct an overhanging second block and subsequent ones.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于构造第一块的架设装置，使用部分安装装置构造可移动工作车辆的方法和桥梁的悬臂结构方法。解决方案：用于构建突出第一块的安装装置1由：设置在首都的支撑件构成; 支撑梁5在突出方向从首都12延伸; 以及由支撑梁5支撑的可拆卸横向支撑梁26，其用作可移动作业车辆34的横梁25，并且在桥轴线方向上延伸。这样形成的安装装置用于通过横向支撑梁26悬挂和支撑木材。在通过结构和架设装置构造悬垂的第一块之后，用于悬挂和支撑木材的横向支撑梁26被构建为横梁可移动工作车辆可移动地设置在突出的第一块上，并且具有内置横向梁的可移动工作车辆用于构造悬垂的第二块和随后的第二块。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2008101363A Columnar structure, its construction method, and concrete panel 审中-公开
标题翻译：柱结构，其结构方法和混凝土面板
公开(公告)号：JP2008101363A
公开(公告)日：2008-05-01
申请号：JP2006283251
申请日：2006-10-18
申请人： Oriental Shiraishi Corp , オリエンタル白石株式会社
发明人： SHOJI AKIO
IPC分类号： E04H12/12 , F03D11/04
CPC分类号： E04H12/16 , F03D13/10 , F03D13/20 , F05B2240/912 , Y02E10/728 , Y02P70/523
摘要： PROBLEM TO BE SOLVED: To enhance particularly transportability, earthquake resistance and resistance to wind damage, reduce manufacturing costs, and enhance working efficiency, in the construction of a large-scale main tower.
SOLUTION: A columnar structure 1 is constructed by constituting a peripheral wall in such a manner that concrete panels 2, the vertical portion of which is longer than a circumferential portion, are circumferentially and vertically combined together. In this case, the concrete panels 2 are circumferentially and vertically arranged with a void in between; reinforcements, which are protruded from a circumferential end and/or a vertical end, arranged with the void, are connected together by means of a mechanical joint 35; and the void is filled with a filler 36.
COPYRIGHT: (C)2008,JPO&INPIT

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