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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

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

3. 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.

5. 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

6. 发明专利

JP2007009482A Reinforcing structure and reinforcing method of concrete structure 有权
标题翻译：混凝土结构的加固结构和增强方法
公开(公告)号：JP2007009482A
公开(公告)日：2007-01-18
申请号：JP2005190125
申请日：2005-06-29
申请人： Chishin Go , Nittetsu Corrosion Prevention Co Ltd , 智深呉 , 日鉄防蝕株式会社
发明人： TO SHUNICHI , SAKAMOTO KOJI , GO CHISHIN , IWASHITA KENTARO
IPC分类号： E01D22/00 , E01D19/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a means capable of reinforcing its base part, while strengthening the reinforcement of a structure body, by anchoring a fiber reinforced resin layer for reinforcement on a base surface by an anchor, when reinforcing a concrete structure erected on a concrete base.
SOLUTION: This reinforcing structure is formed by embedding a fiber grid composed of a vertical-horizontal reinforced fiber bundle impregnated with resin in a covering layer by forming the covering layer of curing-resin paste on a surface of the concrete structure. An anchor hole is formed at a predetermined interval on the base surface in close vicinity to the structure outer periphery, and the vertical fiber bundle of the fiber grid is extended, and this bundle is inserted into the anchor hole as the anchor, and the curing-resin paste is filled and hardened in this hole, and the vertical fiber bundle being the anchor is adhered and fixed. The construction can also be performed even when the concrete structure and its base exist in the water or in a wetting state by using an underwater hardening resin as resin paste for the covering layer and the anchor hole.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够增强其基部的装置，同时通过锚固将用于加强的纤维增强树脂层锚固在基部表面上，同时加强结构体的加强时，当加强混凝土结构竖立在混凝土基础上。解决方案：通过在混凝土结构的表面上形成固化树脂浆料的覆盖层，将由浸渍有树脂的垂直 - 水平增强纤维束组成的纤维网格嵌入覆盖层中而形成该加强结构。在结构外周附近，在基面上形成预定间隔的锚定孔，并且纤维网格的垂直纤维束延伸，并且将该束插入作为锚的锚定孔中，并且固化在该孔中填充和硬化，并且固定作为锚的垂直纤维束。也可以通过使用水下硬化树脂作为覆盖层和锚定孔的树脂膏，即使在水中或湿润状态下存在混凝土结构及其基体的情况下也可以进行施工。版权所有（C）2007，JPO＆INPIT

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