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1. 发明专利

JP4324085B2 Seismic reinforcement method of construction and seismic reinforcement structure for the whole direction of the pier in the existing bridge 有权
公开(公告)号：JP4324085B2
公开(公告)日：2009-09-02
申请号：JP2004343325
申请日：2004-11-29
申请人：株式会社千代田コンサルタント
发明人：健村上
IPC分类号： E01D19/02 , E01D22/00

2. 发明专利

JP2006265992A Replacing construction method to multi-functional support in existing bridge 有权
标题翻译：更换现有桥梁多功能支撑的施工方法
公开(公告)号：JP2006265992A
公开(公告)日：2006-10-05
申请号：JP2005088156
申请日：2005-03-25
申请人： Chiyoda Engineering Consultants Co Ltd , 株式会社千代田コンサルタント
发明人： MURAKAMI TAKESHI
IPC分类号： E01D19/04 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a replacing construction method to a multi-functional support in an existing bridge for facilitating work, by forming a new support by placing high strength concrete, after removing a steel support plate.
SOLUTION: This replacing construction method comprises processes of: removing an existing support plate support 5 by jacking up an existing girder 3; assembling a form on an upper surface of a pier 2 after removing the support plate support 5; forming the new support by removing the form after hardening by placing the high strength concrete bin the form; and removing a jack 10 by jacking down the existing girder 3 until it is supported by the new support.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了便于工作，通过在移除钢支撑板之后通过放置高强度混凝土形成新的支撑来为现有桥梁中的多功能支撑件提供替代施工方法。解决方案：该替换构造方法包括以下过程：通过顶起现有的梁3来移除现有的支撑板支撑件5; 在移除支撑板支撑件5之后，在墩2的上表面上组装一个形式; 通过将高强度混凝土箱的形式放置在硬化后去除形式来形成新的支撑; 并且通过将现有的梁3向下推动直到其被新的支撑件支撑而移除千斤顶10。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2006070614A Reinforcing structure of steel girder bridge 有权
标题翻译：钢铁桥梁加固结构
公开(公告)号：JP2006070614A
公开(公告)日：2006-03-16
申请号：JP2004256930
申请日：2004-09-03
申请人： Chiyoda Engineering Consultants Co Ltd , 株式会社千代田コンサルタント
发明人： FUKUDA AKIRA , MARUYAMA MAKOTO
IPC分类号： E01D22/00 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a steel girder bridge capable of improving workability in construction, by simplifying the construction, without sacrificing durability after reinforcement.
SOLUTION: This reinforcing structure 10 of the steel girder bridge 1 is constituted as a rigid-frame structure bridge by rigidly joining opposed end parts of adjacent steel girders 12 and a pier 11 for supporting these opposed end parts via a support 15 by reinforced concrete 18.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过简化结构，而不牺牲加固后的耐久性来提高施工中的加工性的钢梁桥的加强结构。解决方案：钢梁1的这种加强结构10通过刚性连接相邻的钢梁12的相对端部和用于通过支撑件15支撑这些相对的端部的墩11而构成为刚性框架结构桥梁钢筋混凝土18.版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2003074013A Slide base isolation system using elastic support in pier 审中-公开
标题翻译：使用弹性支撑在皮带中的滑动基座隔离系统
公开(公告)号：JP2003074013A
公开(公告)日：2003-03-12
申请号：JP2001269939
申请日：2001-09-06
申请人： Chiyoda Engineering Consultants Co Ltd , 株式会社千代田コンサルタント
发明人： HASHIMOTO AKIRA , TATSUTANI KOJI , MIZUTA YOJI
IPC分类号： E01D19/04 , E01D101/00 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To utilize slide friction between a girder and a laminated rubber support body as a damping mechanism in a base isolation structure using an elastic support body in a pier.
SOLUTION: In this slide base isolation system, the elastic support body supports the girder 2 as an upper structure on the pier 1 as a lower structure. Slide support is formed between an upper surface of the laminated rubber support body 3 as the elastic support body and a lower surface of the girder 2.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：使用在码头中使用弹性支撑体的基部隔离结构中的梁和层压橡胶支撑体之间的滑动摩擦作为阻尼机构。解决方案：在这种滑动基座隔离系统中，弹性支撑体支撑作为下部结构的墩1上的上部结构的梁2。在作为弹性支撑体的层叠橡胶支撑体3的上表面和梁2的下表面之间形成滑动支撑。

5. 发明专利

JP4395090B2 Exchange method to the multi-function supported in the existing bridge 有权
公开(公告)号：JP4395090B2
公开(公告)日：2010-01-06
申请号：JP2005088156
申请日：2005-03-25
申请人：株式会社千代田コンサルタント
发明人：健村上
IPC分类号： E01D19/04 , E01D22/00

6. 发明专利

JP2006307444A Seismically retrofitting structure for existing bridge 审中-公开
标题翻译：现有桥梁的地震改造结构
公开(公告)号：JP2006307444A
公开(公告)日：2006-11-09
申请号：JP2005128016
申请日：2005-04-26
申请人： Chiyoda Engineering Consultants Co Ltd , 株式会社千代田コンサルタント
发明人： MURAKAMI TAKESHI
IPC分类号： E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a seismically retrofitting structure which makes use of an earthquake resistant structure of existing bridge piers, and can reduce horizontal force when horizontal moment more than proof stress of the existing bridge piers occurs.
SOLUTION: The existing bridge 1 is constituted of the bridge piers 3 as lower structures erected between abutments 2, and a bridge girder 4 as a superstructure borne by the bridge piers 3. The seismically retrofitting structure is provided for the existing bridge, and comprised of connecting means for connecting between the abutment 2 and each bridge pier 3, and between the bridge piers 3 adjacent to each other by means of connecting members 8 which are kept sagging.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种利用现有桥墩抗震结构的地震改造结构，并且当水平力矩大于现有桥墩发生的抗应力时，可以减小水平力。解决方案：现有的桥1由桥墩3构成，桥墩3为桥墩2之间的下部结构，桥梁桁架4为由桥墩3承载的上部结构的桥墩4.为现有桥提供地震改造结构，并且包括用于通过连接构件8连接在邻接件2和每个桥墩3之间以及彼此相邻的桥墩3之间的连接装置，所述连接构件8保持下垂。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP3806641B2 Construction method and the underground structures of the structure to be passed through the floor artwork 有权
公开(公告)号：JP3806641B2
公开(公告)日：2006-08-09
申请号：JP2001342546
申请日：2001-11-07
申请人：大成建設株式会社 , 株式会社千代田コンサルタント
发明人：井深晃一 , 徳田義治 , 櫻井昭二
IPC分类号： E02D29/05
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a structure for passing water under a floorboard, and an underground structure causing no cutoff of a flow of underground water. SOLUTION: This underground structure is constructed in a state of adjacently arranging an underground water permeating block for passing water under the floorboard and an underground water cutoff block for checking the passing of water under the floorboard. A boundary of both blocks is partitioned by at least a partition wall removable in an upper part. A box body is manufactured in the drained underground water cutoff block. The box body is moved to the underground water permeating block from the underground water cutoff block by using buoyancy, and the box body is arranged on a bottom surface of the underground water permeating block.

8. 发明专利

JP3799350B2 Between justified concrete fall prevention mechanism in the concrete bridge 有权
公开(公告)号：JP3799350B2
公开(公告)日：2006-07-19
申请号：JP2003395158
申请日：2003-11-26
申请人：株式会社千代田コンサルタント
发明人：裕次上野 , 康之勝谷 , 健村上 , 解穴井
IPC分类号： E01D21/00 , E01D2/00

9. 发明专利

JP2005291957A Stress-measuring method using reinforcement joint, and reinforcement joint 审中-公开
标题翻译：使用加固接头和加强接头的应力测量方法
公开(公告)号：JP2005291957A
公开(公告)日：2005-10-20
申请号：JP2004108254
申请日：2004-03-31
申请人： Chiyoda Engineering Consultants Co Ltd , Japan Prestressed Concrete Contractors Association , Keisoku Res Consultant:Kk , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 株式会社千代田コンサルタント , 株式会社計測リサーチコンサルタント , 社団法人プレストレスト・コンクリート建設業協会
发明人： MUROI TOMOFUMI , SHIMOMO KOICHIRO , OSADA KOJI , YOKOYAMA KAZUAKI , MATSUI YOSHIMASA , TAKAYAMA YOICHI , KATO TAKUYA , HIDA KENICHI
IPC分类号： G01L1/00
摘要： PROBLEM TO BE SOLVED: To provide a stress-measuring method using a reinforcement joint capable of complementing a cut reinforcement, without damaging the existing structure as much as possible, when measuring an internal stress of the existing structure by a stress release method, and which is capable of measuring precisely the stress generated in the reinforcement in the present situation thereafter.
SOLUTION: This stress-measuring method using the reinforcement joint 10 uses the reinforcement joint 10 for complementing the reinforcement 2, when cutting the reinforcement 2, in a method for measuring the stress of the reinforcement 2 generated in an inside of the existing structure.
COPYRIGHT: (C)2006,JPO&NCIPI

10. 发明专利

JP2005155167A Filling concrete fall prevention mechanism in concrete bridge 有权
标题翻译：混凝土混凝土混凝土预防机理
公开(公告)号：JP2005155167A
公开(公告)日：2005-06-16
申请号：JP2003395158
申请日：2003-11-26
申请人： Chiyoda Engineering Consultants Co Ltd , 株式会社千代田コンサルタント
发明人： MURAKAMI TAKESHI , UENO YUJI , KATSUYA YASUYUKI , ANAI SATORU
IPC分类号： E01D21/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide a filling concrete fall prevention mechanism in a concrete bridge capable of preventing the fall of collapsed concrete pieces and a steel plate by bearing the steel plate laid between PC girders by uniform force.
SOLUTION: The mechanism includes a fall prevention plate 4 mounted between the PC girders 1 so as to cover the bottom of the filling concrete, a string-like supporting material 6 located downward of the fall prevention plate 4 and stretched between horizontal girders 5 constructed for connecting each PC girder 1 and a plurality of vertical supporting materials 9 vertically arranged so that the string-like supporting material 6 can be successively getting longer toward the center of each horizontal girder 5 required to be stretched in an arched shape between the fall prevention plate 4 and the string-like supporting material 6.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种混凝土桥梁中的填充混凝土坠落防止机构，其能够通过均匀地承受钢绞线之间的钢板，从而防止坍塌的混凝土块和钢板的下落。解决方案：该机构包括安装在PC大梁1之间以防止填充混凝土的底部的防坠落板4，位于防坠落板4的下方并在水平桁架之间延伸的线状支撑材料6 5构造成用于连接每个PC大梁1和垂直布置的多个垂直支撑材料9，使得线状支撑材料6可以朝向要在其间形成拱形的每个水平梁5的中心依次变得更长防跌落板4和绳状支撑材料6.版权所有（C）2005，JPO＆NCIPI

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