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1. 发明专利

JP2008232897A Peel detection method of concrete structure by active infrared method 审中-公开
标题翻译：用活性红外法测定混凝土结构的PEEL检测方法
公开(公告)号：JP2008232897A
公开(公告)日：2008-10-02
申请号：JP2007074444
申请日：2007-03-22
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： OOYATO MASAAKI , TANAKA HISASHI , TOTTORI SEIICHI
IPC分类号： G01N25/72 , G01M99/00 , G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a peel detection method of a concrete structure by an active infrared method, capable of detecting peeling of concrete with high accuracy, even if the density of irradiation energy is low.
SOLUTION: In the peel detection method of the concrete structure 1 by the active infrared method, an infrared camera 4 is fixed facing the concrete structure 1 to heat the specific place of the concrete structure 1 by a heater 2, and after the entire target surrounding is uniformly heated by successively moving the heating place, this heating is stopped. A large number of the infrared images of the concrete structure 1 are photographed by the infrared camera 4, at a predetermined short time interval from the start of the irradiation of an irradiation spot, and the temperatures recorded on the respective pixels in the infrared image are independently added to each other by a predetermined number of sheets to calculate theintegrated temperature to form a composited image, and this distribution of the integrated temperature is represented by the density of a color.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：即使照射能量的密度低，通过主动红外法提供具有高精度的混凝土的剥离的混凝土结构的剥离检测方法。解决方案：在通过主动红外法的混凝土结构1的剥离检测方法中，将红外线照相机4固定成面向混凝土结构1，以通过加热器2加热混凝土结构1的特定位置，并且在通过连续移动加热位置使整个目标周围均匀地加热，停止加热。混凝土结构1的大量红外图像由红外线摄像机4在从照射点的照射开始起预定的短时间间隔拍摄，并且记录在红外图像中的各个像素上的温度为通过预定数量的片单独地彼此相加，以计算积分温度以形成合成图像，并且积分温度的分布由颜色的密度表示。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2007263924A Method for estimating strength characteristics of reinforcement of existing structure 有权
标题翻译：估计现有结构加固强度特性的方法
公开(公告)号：JP2007263924A
公开(公告)日：2007-10-11
申请号：JP2006093246
申请日：2006-03-30
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： OOYATO MASAAKI , KANAKUBO TOSHIYUKI , IIJIMA TORU
IPC分类号： G01N3/00 , G01N1/28
摘要： PROBLEM TO BE SOLVED: To provide a method for estimating the strength characteristics of reinforcement of existing structure, with accuracy without having to sample the reinforcement.
SOLUTION: Entire periphery of the reinforcement 3' is exposed by chipping concrete 2 of the existing structure 1. A primary mold 6, of which internal part can be opened is installed to the perimeter of the reinforcement 3 via a spacer 6A. Filler 7', is injected into the primary mold 6. After hardening of the filler 7', the primary mold 6 is removed. The hardened filler 7 is cut up longitudinally and stripped from the reinforcement 3, and it is made into a secondary mold 8; the secondary mold 8 is re-installed in the primary mold 6; resin is injected into the secondary mold 8 to be hardened, to make a replica 10 reproducing the form of the reinforcement 3. The form of the replica 10 is measured by a three-dimensional scanner to thereby determine the cross-sectional area distribution, and the strength characteristics is estimated from the determined cross-sectional area distribution.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于估计现有结构的加强强度特性的方法，其准确性而不必对加强件进行取样。解决方案：钢筋3'的整个周边由现有结构1的切碎混凝土2暴露出来。通过间隔件6A，能够将内部可打开的主模6安装到加强件3的周边。填料7'被注入到初级模具6中。在填充材料7'硬化之后，去除一次模具6。硬化填料7纵向切割并从加强件3剥离，并制成二次模8; 二次模8重新安装在一次模具6中; 将树脂注入到待硬化的二次模具8中，以形成复制品10，再现加强件3的形式。复制品10的形式由三维扫描仪测量，从而确定横截面积分布，并且从确定的横截面积分布估计强度特性。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2004106767A Railroad signal system and railroad signal control method 有权
公开(公告)号：JP2004106767A
公开(公告)日：2004-04-08
申请号：JP2002274452
申请日：2002-09-20
申请人： Railway Technical Res Inst , Univ Saitama , 埼玉大学長 , 財団法人鉄道総合技術研究所
发明人： WATANABE KENJI , NISHIOKA HIDETOSHI , OOYATO MASAAKI , SAITO MASATO
IPC分类号： E01B35/00 , B61L1/18
摘要： PROBLEM TO BE SOLVED: To provide a railroad signal system and a railroad signal control method capable of stopping the train when the large external force generating damages or the like on a structure is applied.
SOLUTION: When the external force exceeding a predetermined value is applied to the damage detection place of the railroad structure, a second container in an external force response body 1 is broken, an inclusion body in it leaks and mixes, and electrolyte solution is generated. The red color lamp 62 of a ground signal 61 is turned on to display the stop signal by electrically short-circuiting two rails R1, R2 of the track circuit.
COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2006307571A Connecting method of reinforcing material, joint of reinforcing material, fixing method of reinforcing material, and fixing end of reinforcing material 审中-公开
标题翻译：加固材料的连接方法，增强材料的接合，增强材料的固定方法和增强材料的固定结束
公开(公告)号：JP2006307571A
公开(公告)日：2006-11-09
申请号：JP2005132511
申请日：2005-04-28
申请人： Railway Technical Res Inst , Shimizu Corp , 清水建設株式会社 , 財団法人鉄道総合技術研究所
发明人： OOYATO MASAAKI , KANAKUBO TOSHIYUKI , YONEMARU KEISUKE
IPC分类号： E04C5/18 , E04C5/12 , E04G21/12 , F16B7/04
摘要： PROBLEM TO BE SOLVED: To provide a connecting method of a reinforcing material which easily fixes a reinforcing material and obtains joints of a variety of reinforcing materials, and to provide a joint of the reinforcing material, a fixing method of the reinforcing material, and a fixing end of the reinforcing material.
SOLUTION: In the connecting method of the reinforcing material, an end of the reinforcing material 1 to be connected is adjusted and its adjusted end of the reinforcing material 1 is inserted into a cylindrical connecting part 3, and a static crushing material 4 containing an expandable material composed mainly of cement is filled into the cylindrical connecting part 3 into which the reinforcing material 1 is inserted, and the static crushing material 4 is sealed in the cylindrical connecting part 3, and the static crushing material 4 expands in the sealed cylindrical connecting part 3 after a predetermined time and the reinforcing material 1 is tightly and strongly connected with the cylindrical connecting part 3 through the expanded static crushing material 4'.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够容易地固定增强材料并获得各种增强材料的接合部的增强材料的连接方法，并且提供增强材料的接头，增强材料的固定方法，以及增强材料的固定端。解决方案：在增强材料的连接方法中，调整要连接的增强材料1的端部，并且将其增强材料1的调节端插入圆筒形连接部3中，并且将静态破碎材料4 将包含主要由水泥组成的可膨胀材料填充到插入增强材料1的圆筒形连接部3中，将静态破碎材料4密封在圆筒形连接部3中，静态破碎材料4在密封在预定时间之后，圆柱形连接部分3和增强材料1通过膨胀的静态破碎材料4'与圆柱形连接部分3紧密且牢固地连接。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006112940A Damage diagnosis method of concrete member 审中-公开
标题翻译：混凝土构件的损伤诊断方法
公开(公告)号：JP2006112940A
公开(公告)日：2006-04-27
申请号：JP2004301202
申请日：2004-10-15
申请人： Japan Fine Ceramics Center , Railway Technical Res Inst , 財団法人ファインセラミックスセンター , 財団法人鉄道総合技術研究所
发明人： OOYATO MASAAKI , KANAKUBO TOSHIYUKI , OKUHARA YOSHIKI , MATSUBARA HIDEAKI
IPC分类号： G01N25/72 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a damage diagnosis method of a concrete member capable of detecting a damaged spot of the concrete member quickly and precisely by a simple method.
SOLUTION: A strip-shaped ERIC 2 used for a conductive phase wherein carbon particles are arranged dispersedly is pasted on the concrete member 1, and imaged by an infrared camera 5 in the energized state of the ERIC 2, and damage diagnosis of the concrete member 1 is performed by an infrared image by the infrared camera 5.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过简单的方法快速且精确地检测混凝土构件的损坏点的混凝土构件的损坏诊断方法。解决方案：将分散布置有碳颗粒的导电相的带状ERIC 2粘贴在混凝土构件1上，并通过红外线照相机5在ERIC 2的通电状态下成像，并对其进行损伤诊断混凝土构件1由红外摄像机5的红外图像执行。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2008232898A Peel detection method of concrete structure by passive infrared method, and infrared camera therefor 有权
标题翻译：通过被动红外法测定混凝土结构的PEEL检测方法及其红外相机
公开(公告)号：JP2008232898A
公开(公告)日：2008-10-02
申请号：JP2007074445
申请日：2007-03-22
申请人： Railway Technical Res Inst , 財団法人鉄道総合技術研究所
发明人： OOYATO MASAAKI , TANAKA HISASHI , TOTTORI SEIICHI
IPC分类号： G01N25/18 , G01J1/42 , G01J5/48 , G01N25/72
摘要： PROBLEM TO BE SOLVED: To provide a peel detection method of a concrete structure by a passive infrared method that uses a higher precision analysis method of an infrared image, and to provide an infrared camera therefor.
SOLUTION: In the peel detection method of the concrete structure 1 by the passive infrared method, the infrared camera 3 having the automatic photographing mechanism 4, which automatically photographs a subject on the basis of its temperature difference, is fixed facing the concrete structure 1 to be installed and recovered, after a predetermined number of the infrared images are photographed; the temperatures stored in the respective pixels in the photographed infrared images are added, independently of each other by a predetermined number of sheets, to calculate an integrated temperature to form a composited image with this distribution of the integrated temperature represented.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过使用红外图像的更高精度分析方法的被动红外法提供具体结构的剥离检测方法，并提供红外相机。解决方案：在通过被动红外线方法的混凝土结构1的剥离检测方法中，具有自动拍摄机构4的红外摄像机3基于其温度差自动拍摄被摄体，面向混凝土在预定数量的红外图像被拍摄之后要安装和恢复的结构1; 将拍摄的红外图像中的各个像素中存储的温度相互独立地添加预定张数，以计算积分温度以形成具有表示的积分温度的分布的合成图像。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2014218822A コンクリート部材の補強構造及びその補強構築方法有权
标题翻译：混凝土构件加固结构与加固施工方法
公开(公告)号：JP2014218822A
公开(公告)日：2014-11-20
申请号：JP2013098214
申请日：2013-05-08
申请人：公益財団法人鉄道総合技術研究所 , Railway Technical Research Institute , 株式会社ジェイアール総研エンジニアリング , Jr Soke Engineering Co Ltd
发明人： OOYATO MASAAKI , KIMURA AYAO , HOSHI HIDETOMO , NISHIMURA AKIHIKO
IPC分类号： E04C3/34 , E04G23/02
CPC分类号： E04C3/34 , E04G23/02
摘要：【課題】集成構造を用いることにより、現場作業を迅速化するとともに、コンクリート部材の補強を行う、コンクリート部材の補強構造及びその補強構築方法を提供する。【解決手段】コンクリート部材の補強構造において、単材1を数本組み合わせて予めすだれ状のプレハブ単材2を作製し、このプレハブ単材2をコンクリート部材の外周に配置して横拘束材で締めつけてなる。単材1として、丸鋼又は鋼線又は分割した短冊状の鋼板を用いてなる。横拘束材として締結バンドを用いてなる。【選択図】図1
摘要翻译：要解决的问题：提供一种用于混凝土构件的加强结构和加强施工方法，其通过使用一体结构来实现现场加工和混凝土构件的加固性能。解决方案：在用于混凝土构件，将多个单一材料1组合在一起，从而可以预先制造竹制预制单件材料2，并且将预制单件材料2布置在混凝土构件的外周上并用水平约束材料。使用圆钢，钢丝或分割带状钢板作为单一材料1.使用紧固带作为水平约束材料。

8. 发明专利

JP2011226172A Concrete assembly and construction method thereof 有权
标题翻译：混凝土组合及其结构方法
公开(公告)号：JP2011226172A
公开(公告)日：2011-11-10
申请号：JP2010097726
申请日：2010-04-21
申请人： Ohbayashi Corp , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , 株式会社大林組
发明人： OOYATO MASAAKI , SAKAI KIMITOSHI , TANAKA KOICHI , EJIRI JOJI , SAWADA SUMIO
IPC分类号： E04C3/34
摘要： PROBLEM TO BE SOLVED: To provide a concrete assembly whose central core material is hard to yield and which has excellent workability and profitability, and a construction method thereof.SOLUTION: A concrete assembly comprises a core material 1, single materials 2 or combined single materials 4 disposed around the core material 1, and restraining portions 5 restraining the whole materials.
摘要翻译：要解决的问题：提供一种其中心芯材难以屈服并且具有优异的可加工性和盈利能力的混凝土组件及其施工方法。解决方案：混凝土组件包括芯材1，设置在芯材1周围的单一材料2或组合单一材料4以及限制整个材料的约束部分5。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2002070154A FIXING STRUCTURE FOR STRUCTURAL STEEL PRODUCT AND JOINT STRUCTURE 失效
公开(公告)号：JP2002070154A
公开(公告)日：2002-03-08
申请号：JP2000263714
申请日：2000-08-31
申请人： RAILWAY TECHNICAL RES INST , MAEDA CONSTRUCTION
发明人： SATO TSUTOMU , TANIMURA YUKIHIRO , KASHIWABARA SHIGERU , OOYATO MASAAKI , MISHIMA TETSUYA , HARA NATSUO , KONDO MASANARI , YAMADA HISAYOSHI
IPC分类号： E04B1/16 , E04C5/01
摘要： PROBLEM TO BE SOLVED: To provide a fixing structure for a structural steel product capable of reducing a reinforcing bar quantity at a fixing section and improving the workability at the fixing section without deteriorating the fixing performance of the structural steel product. SOLUTION: In this fixing structure for the structural steel product such as reincorcing bars or a steel frame buried in concrete, steel fibers are mixed in the concrete at the fixing section (member junction 1) for fixing main reinforcements 11 and 21.

10. 发明专利

JP2001220709A EARTHQUAKE RESISTANT FRAME STRUCTURE AND DESIGN METHOD FOR IT 失效
公开(公告)号：JP2001220709A
公开(公告)日：2001-08-17
申请号：JP2000031700
申请日：2000-02-09
申请人： RAILWAY TECHNICAL RES INST , OHBAYASHI CORP
发明人： MATSUMOTO NOBUYUKI , WAKUI HAJIME , OOYATO MASAAKI , OUCHI HAJIME , OKANO MOTOYUKI
IPC分类号： E01D1/00
摘要： PROBLEM TO BE SOLVED: To improve earthquake resistance without increasing sectional size of a damper and an RC rigid frame structure. SOLUTION: A lower structure 1 of a viaduct is formed of the RC rigid frame structure 4 including a pair of bridge pier-like posts 2, 2 erected in opposite positions and a beam 3 stretched between the tops of the posts, an inverted- V shaped eccentric brace member 5 disposed in the plane of the RC rigid frame structure with both ends thereof connected near the middle positions of the posts 2, 2 by pins, and a hysteretic damping shearing damper 6 interposed between the upper end of the inverted-V shaped eccentric brace member and the beam 3.

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