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1. 发明专利

JP2004143810A Decentralized anchoring method in tension bonding technology 有权
公开(公告)号：JP2004143810A
公开(公告)日：2004-05-20
申请号：JP2002310118
申请日：2002-10-24
申请人： Abekogyosho Co Ltd , Chishin Go , Nippon Steel Composite Co Ltd , Toho Earthtech Inc , Toyobo Co Ltd , 呉智深 , 日鉄コンポジット株式会社 , 東洋紡績株式会社 , 株式会社東邦アーステック , 株式会社安部工業所
发明人： GO CHISHIN , IWASHITA KENTARO , HAYASHI KEIJI , HIGUCHI TETSUO , TAKEDA TOSHIKAZU , MURAKAMI SHINKICHI , ICHIYANAGI TAKAHARU
IPC分类号： E04G23/02
CPC分类号： E04G23/0218 , E04G2023/0251 , E04G2023/0255 , E04G2023/0259 , E04G2023/0262
摘要： PROBLEM TO BE SOLVED: To provide a decentralized anchoring method in a tension bonding construction method for executing the reinforcement or the like of a concrete structure with excellent workability based on the tension bonding construction method for remarkably reducing end stress concentration without shifting the ends of a plurality of bonded reinforced fiber sheets.
SOLUTION: A part of an anchoring region adjacent to the bonded region of the reinforced fiber sheets 1 bonded to the surface 101 of the structure 100 is anchored by a first anchoring means 13a1, and a part of an anchoring region positioned outward from the first anchoring means 13a1 is anchored by a second anchoring means 13a2. A process for releasing a part of tensile force to the reinforced fiber sheets 1 is repeated until releasing the whole tensile force to the reinforced fiber sheets 1 to decentralize the end stress of the reinforced fiber sheets 1.
COPYRIGHT: (C)2004,JPO

2. 发明专利

JP2004211290A Method of reinforcing structure by sequential tension bonding of continuous reinforced fiber sheet 有权
标题翻译：通过连续强化纤维板的连续张力加固结构的方法
公开(公告)号：JP2004211290A
公开(公告)日：2004-07-29
申请号：JP2002378515
申请日：2002-12-26
申请人： Abekogyosho Co Ltd , Chishin Go , Nippon Steel Composite Co Ltd , Toho Earthtech Inc , Toyobo Co Ltd , 智深呉 , 日鉄コンポジット株式会社 , 東洋紡績株式会社 , 株式会社東邦アーステック , 株式会社安部工業所
发明人： GO CHISHIN , HAYASHI KEIJI , HIGUCHI TETSUO , TAKEDA TOSHIKAZU , MURAKAMI SHINKICHI , ICHIYANAGI TAKAHARU
IPC分类号： E01D22/00 , E01D2/00 , E01D101/24 , E01D101/40 , E04G23/02
CPC分类号： E04G23/0233
摘要： PROBLEM TO BE SOLVED: To provide a method of reinforcing a structure such as a concrete structure or a steel structure for carrying out reinforcement of the structure based on a tension bonding method with excellent workability by batch-pulling a reinforced fiber sheet laminated body in the longitudinal direction, first performing resin impregnation and setting of a partial region in the state of tension led into the reinforced fiber sheets, and then performing resin impregnation and setting sequentially at remaining parts, or repeating tension lead-in, resin impregnation, bonding and setting, and tension release processes. SOLUTION: The respective laminated reinforced fiber sheets 1 are batch-pulled in the longitudinal direction to lead tension into the respective reinforced fiber sheets, and the center part of the reinforced fiber sheets 1 in the tensed state is impregnated with resin over a prescribed length, pressed and bonded to the surface of the structure 100 and hardened. The remaining parts of the unimpregnated reinforced fiber sheets 1 are then impregnated with resin, pressed and bonded to the surface of the structure 100 and hardened. The tension led into the reinforced fiber sheets 1 is then released. COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：解决问题的方案：提供一种加强混凝土结构或钢结构的结构的方法，用于通过分批拉伸增强纤维片层压的基于具有优异加工性的张力接合方法来进行结构的加强首先在拉伸状态下进行树脂浸渍和拉伸状态下的部分区域的凝固，然后在其余部分依次进行树脂浸渍和固化，或者重复进行拉伸引入，树脂浸渍，粘合和固化以及张力释放过程。解决方案：将各层叠增强纤维片材1沿长度方向分批牵引，将张力引导到各个增强纤维片材中，并且将拉伸状态的增强纤维片材1的中心部分浸渍在树脂上预定长度，压制并结合到结构100的表面并硬化。然后将未浸渍的增强纤维片1的其余部分用树脂浸渍，压制并粘合到结构100的表面并硬化。导致加强纤维片1的张力然后被释放。版权所有（C）2004，JPO＆NCIPI

3. 发明专利

JP2002285461A FIBER-REINFORCED SHEET AND METHOD FOR REINFORCEMENT OF STRUCTURE 失效
公开(公告)号：JP2002285461A
公开(公告)日：2002-10-03
申请号：JP2001088659
申请日：2001-03-26
申请人： GO CHISHIN , ABEKOGYOSHO CO LTD , TOHO EARTHTECH INC , NIPPON STEEL COMPOSITE CO LTD , TOYO BOSEKI
发明人： GO CHISHIN , HAYASHI KEIJI , HIGUCHI TETSUO , TAKEDA TOSHIKAZU , MURAKAMI SHINKICHI , HIRAHATA HIROTSUGU , KOSEKI TOKUAKI
IPC分类号： E04C5/07 , D04H1/74 , D04H3/04 , E04G23/02 , D04H1/46
摘要： PROBLEM TO BE SOLVED: To obtain a fiber-reinforced sheet with which especially a tension force can be introduced in a non-impregnated state in a tense bonding method of construction using a fiber-reinforced sheet and which has reliability and can improve workability and to provide a method for concrete structure or steel structure reinforcement. SOLUTION: In this fiber-reinforced sheet 1 in which reinforcing filaments 2 are uniformly arranged and mutually densely placed in one direction, at least one end side in the length direction of the fiber-reinforced sheet has divided end parts 1a, 1b, and 1c divided into a plurality of parts at a fixed distance from the end in the length direction.

4. 发明专利

JP2002285460A FIBER-REINFORCED SHEET AND METHOD FOR REINFORCEMENT OF STRUCTURE 失效
公开(公告)号：JP2002285460A
公开(公告)日：2002-10-03
申请号：JP2001088679
申请日：2001-03-26
申请人： GO CHISHIN , ABEKOGYOSHO CO LTD , TOHO EARTHTECH INC , NIPPON STEEL COMPOSITE CO LTD , TOYO BOSEKI
发明人： GO CHISHIN , HAYASHI KEIJI , HIGUCHI TETSUO , TAKEDA TOSHIKAZU , MURAKAMI SHINKICHI , HIRAHATA HIROTSUGU , KOSEKI TOKUAKI
IPC分类号： E04G23/02 , C08J5/04 , D04H1/74 , D04H3/04 , D04H1/46
摘要： PROBLEM TO BE SOLVED: To obtain a fiber-reinforced sheet with which especially a tension force can be introduced in a non-impregnated state in a tense bonding method of construction using a fiber-reinforced sheet and which has high reliability and can improve workability and to provide a method for concrete structure or steel structure reinforcement. SOLUTION: In this fiber-reinforced sheet 1 in which reinforcing filaments 2 are uniformly arranged and mutually densely placed in one direction, resin impregnated cured ranges R in which a resin is impregnated and cured are formed at a plurality of parts in the length direction of the fiber-reinforced sheet 1.

5. 发明专利

JP2002070323A CONCRETE STRUCTURAL BODY REINFORCING METHOD AND REINFORCED CONCRETE STRUCTURAL BODY 失效
公开(公告)号：JP2002070323A
公开(公告)日：2002-03-08
申请号：JP2000264362
申请日：2000-08-31
申请人： GO CHISHIN , ABEKOGYOSHO CO LTD , TOHO EARTHTECH INC , NIPPON STEEL COMPOSITE CO LTD , TOYO BOSEKI
发明人： GO CHISHIN , HAYASHI KEIJI , HIGUCHI TETSUO , TAKEDA TOSHIKAZU , MURAKAMI SHINKICHI , HIRAHATA HIROTSUGU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a concrete structural body reinforcing method for greatly improving flexural strength, rigidity, toughness, and crack reducing effect of a concrete structural body and to provide a reinforced concrete structural body having excellent impact resistance and toughness against a crack. SOLUTION: A resin-unimpregnated or resin-impregnated PBO continuous fiber sheet 1 in a strained condition is stuck to the surface 101 of the concrete structural body 100.

6. 发明专利

JP2006226045A DRY HYBRID REINFORCED FIBER TENDON 有权
公开(公告)号：JP2006226045A
公开(公告)日：2006-08-31
申请号：JP2005043260
申请日：2005-02-18
申请人： GO CHISHIN , ABEKOGYOSHO CO LTD , TOHO EARTHTECH INC , NIPPON STEEL COMPOSITE CO LTD , TOYO BOSEKI
发明人： GO CHISHIN , IWASHITA KENTARO , HAYASHI KEIJI , HIGUCHI TETSUO , MURAKAMI SHINKICHI , SHIMADA MASAKI , ICHIYANAGI TAKAHARU
IPC分类号： E04C5/07 , D04H3/002 , D04H3/007 , D04H3/009 , D04H3/12 , D06M15/55 , D06M101/36 , D06M101/40
摘要： PROBLEM TO BE SOLVED: To provide a dry hybrid reinforced fiber tendon which enables introduction of higher tensioning force without impregnation, in a tension bonding method using an unimpregnated carbon fiber material. SOLUTION: The dry hybrid reinforced fiber tendon is obtained as follows. Namely, at least continuous carbon fibers 2A and fibers 3A with an energy absorption capacity higher than that of the carbon fibers 2A are uniformly arranged and arrayed in one direction for hybridization to make a hybrid reinforced fiber material 1. Then, a tensioning force of about several percent of a maximum tensioning force introduced to a reinforced fiber material is introduced to the hybrid reinforced fiber material 1 for preliminary tensioning. After that, the fiber material 1 is partly impregnated with a resin, cured, and released from the tensioning force. COPYRIGHT: (C)2006,JPO&NCIPI

7. 发明专利

JP2002357001A METHOD FOR REINFORCING STRUCTURE 失效
公开(公告)号：JP2002357001A
公开(公告)日：2002-12-13
申请号：JP2001163265
申请日：2001-05-30
申请人： GO CHISHIN , ABEKOGYOSHO CO LTD , TOHO EARTHTECH INC , NIPPON STEEL COMPOSITE CO LTD , TOYO BOSEKI
发明人： GO CHISHIN , IWASHITA KENTARO , HAYASHI KEIJI , HANAMORI NOBUYUKI , HIGUCHI TETSUO , IKEDA AKIHIRO , TAKEDA TOSHIKAZU , MURAKAMI SHINKICHI , HIRAHATA HIROTSUGU , KOSEKI TOKUAKI
IPC分类号： E01D21/00 , E01D2/00 , E01D22/00 , E01D101/00 , E01D101/40 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method for reinforcing a concrete structure or a structure such as a steel structure in which the reinforcement of the concrete structure based on a tensile bonding construction method, in which end-section stress concentration can be reduced remarkably by displacing the end sections of a plurality of bonded reinforced fiber sheets, can be executed with extremely excellent workability. SOLUTION: In the method for reinforcing the structure in which the structure is bonded with the surface to be reinforced 101 of the structure 100 under the state in which the reinforced fiber sheets 1 impregnated with a resin or not impregnated with one are tensed in the longitudinal direction and tensile force is introduced to the sheets 1, release sheets 11 preventing the mutual bonding of each sheets laminated at both-end positions of each laminated sheet 1 and among each sheet 1 are arranged so that bonding length in the longitudinal direction of each sheet 1 to the structure 100 is more shortened towards an outermost layer from the innermost layer of the surface of the structure.

8. 发明专利

JP2006064663A Carbon fiber bundle, method for detecting strain/stress of structure, and so forth 审中-公开
标题翻译：碳纤维布，检测应变/结构应力的方法，等等
公开(公告)号：JP2006064663A
公开(公告)日：2006-03-09
申请号：JP2004250659
申请日：2004-08-30
申请人： Chishin Go , Keisoku Res Consultant:Kk , 智深呉 , 株式会社計測リサーチコンサルタント
发明人： GO CHISHIN , YO SAISEN , OKAMOTO TAKUJI , RA KOJUN , HIDA KENICHI
IPC分类号： G01L1/20 , G01B7/16 , G01L1/00
摘要： PROBLEM TO BE SOLVED: To provide a carbon fiber bundle functioning as a reinforcing member and as a sensor, utilizing the properties of the carbon fiber to the utmost.
SOLUTION: The carbon fiber bundle 2 includes the carbon fibers 2a-2c of a plurality of kinds, having different properties of strength, ductility, and so forth, and is provided with terminals 7 for measuring the electrical resistance values of the carbon fibers 2a-2c.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供充分利用碳纤维的特性的作为增强部件和传感器的碳纤维束。解决方案：碳纤维束2包括具有不同强度，延展性等性质的多种碳纤维2a-2c，并且设置有用于测量碳的电阻值的端子7 纤维2a-2c。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2011101621A Solidifying composite material for afforestation greening and sand-solidifying construction method for afforestation greening 有权
标题翻译：用于自动化绿化的固化和固体结构方法的固化复合材料
公开(公告)号：JP2011101621A
公开(公告)日：2011-05-26
申请号：JP2009258074
申请日：2009-11-11
申请人： Chishin Go , Kentaro Iwashita , Jck Kk , Jck株式会社 , 智深呉 , 健太郎岩下
发明人： WU JHIH-JEN , IWASHITA KENTARO , GO CHISHIN , INAGAKI HIROTO
IPC分类号： A01G7/00 , A01G1/00
CPC分类号： Y02A40/227
摘要： PROBLEM TO BE SOLVED: To provide a solidifying composite material for afforestation greening, which can prevent wind damages even in a region large in ultraviolet ray radiation and enables afforestation greening in desert, and to provide a sand-solidifying construction method for afforestation greening. SOLUTION: The solidifying composite material for the afforestation greening is characterized by containing (a) a hydrophilic polyurethane resin, (b) water, and (c) one or more selected from the group consisting of ultraviolet ray absorbents and photostabilizers. The sand-solidifying construction method for the afforestation greening is characterized by spraying the solidifying composite material for the afforestation greening on sand to form a solidified porous sand layer. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于造林绿化的固化复合材料，即使在紫外线辐射较大的地区也能够防止风力损失，并且能够在沙漠中实现绿化绿化，并且提供用于造林的砂固化施工方法绿化。解决方案：用于造林绿化的固化复合材料的特征在于含有（a）亲水性聚氨酯树脂，（b）水和（c）选自紫外线吸收剂和光稳定剂中的一种或多种。造林绿化的固沙施工方法的特点是喷砂固化复合材料，用于造林绿化，形成固砂多孔砂层。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2008191077A Wind force monitor 有权
标题翻译：风力监控
公开(公告)号：JP2008191077A
公开(公告)日：2008-08-21
申请号：JP2007027891
申请日：2007-02-07
申请人： Chishin Go , Neubrex Co Ltd , ニューブレクス株式会社 , 智深呉
发明人： GO CHISHIN , YAMAUCHI YOSHIAKI , KISHIDA YOSHIMASU
IPC分类号： G01P5/04 , G01F1/28
摘要： PROBLEM TO BE SOLVED: To provide a wind force monitor having a long service life free from periodic maintenance, and usable for a long period, and to reduce the number of communication devices or wires to reduce costs concerned in production and maintenance, even when wind forces are monitored at a large number of points.
SOLUTION: This wind force monitor is provided with an air resistor 5, a columnar support column 6, a base body 7 for supporting the air resistor 5 and the support column 6, and a wind force measuring unit 2 provided in the support column 6, and having a coated optical fiber 9 for measuring a bending distortion of the support column 6, and the coated optical fiber 9 is connected optically to a scattered light analyzer 10.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种长期使用寿命长且可长期使用的风力监测器，并且减少通信装置或电线的数量以降低生产和维护中的成本，即使在大量点监测风力时也是如此。解决方案：该风力监视器设置有空气电阻器5，柱状支撑柱6，用于支撑空气电阻器5和支撑柱6的基体7，以及设置在支撑体中的风力测量单元2 列6，并且具有用于测量支撑柱6的弯曲变形的涂覆光纤9，并且涂覆的光纤9光学地连接到散射光分析器10.版权所有（C）2008，JPO和INPIT

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