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1. 发明专利

JP2005207181A Self-repair method for concrete 有权
标题翻译：混凝土自修复方法
公开(公告)号：JP2005207181A
公开(公告)日：2005-08-04
申请号：JP2004017163
申请日：2004-01-26
申请人： Japan Fine Ceramics Center , Hirozo Mihashi , Shimizu Corp , 博三三橋 , 清水建設株式会社 , 財団法人ファインセラミックスセンター
发明人： MIHASHI HIROZO , INADA YUTAKA , SUZUKI MAKOTO , SUGITA MINORU , MATSUBARA HIDEAKI , OKUHARA YOSHIKI , CHO HEIKOKU
IPC分类号： E21D11/04 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To repair cracking in a concrete by itself.
SOLUTION: A self-repairing material 2 in which a thermosetting repair agent 6 is enclosed, in an unhardened state, in a container body 5 self-breakable when cracking occurs and a self-diagnosing material 3 detecting the occurred position of the cracking 4 and heated at that position are buried in the concrete beforehand. When the cracking occurs, the repairing agent released by the breakage of the container body is heat-cured by heating the self-diagnosing material. Or the container body is formed heat-soluble, and molten by heating the self-diagnosing material to release the repair agent, and the repair agent is hardened by heating from the outside or by a heating element pre-buried in the concrete.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：修复混凝土中的开裂本身。解决方案：一种自修复材料2，其中将热固性修复剂6以未硬化状态封装在容器主体5中，当发生裂纹时可自行破裂，并且自诊断材料3检测发生的位置预先在混凝土中埋设4号加热器。当发生裂纹时，通过加热自诊断材料来热固化由容器主体断裂释放的修复剂。或者容器体形成为热溶解性，通过加热自身诊断材料以使修复剂释放而熔融，并且修复剂通过从外部加热或预埋在混凝土中的加热元件进行硬化。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2005207182A Container body for concrete repair agent and method of manufacturing the same 有权
标题翻译：混凝土修复剂的集装箱体及其制造方法
公开(公告)号：JP2005207182A
公开(公告)日：2005-08-04
申请号：JP2004017164
申请日：2004-01-26
申请人： Japan Fine Ceramics Center , Hirozo Mihashi , Shimizu Corp , 博三三橋 , 清水建設株式会社 , 財団法人ファインセラミックスセンター
发明人： MIHASHI HIROZO , INADA YUTAKA , SUZUKI MAKOTO , SUGITA MINORU , MATSUBARA HIDEAKI , OKUHARA YOSHIKI
IPC分类号： E21D11/00 , E04B1/04 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a container body capable of effectively and properly enclosing a repair agent for repairing cracking and being effectively and properly buried in a concrete beforehand.
SOLUTION: This container body A comprises a core 1 formed in a pipe shape or a capsule shape and deformable when cracking occurs and a coating layer 2 formed on the surface layer part of the core, holding the repair agent inside, and breakable when cracking occurs. A net-like body, a spiral body, a woven fabric, a nonwoven fabric are suitably adoptable as the core. The coating layer may be formed of a heat soluble material with a low melting point. In this method of manufacturing the container body, the container body is formed by winding the core around a jig, and after the coating layer is formed on the surface layer part of the core, the jig is extracted. The jig may be extracted after the container body is buried in the concrete with the jig fitted thereto.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够有效且适当地包围修复剂以修复裂缝并且预先有效且适当地埋在混凝土中的容器主体。解决方案：该容器主体A包括形成为管状或胶囊形状的芯1，并且在发生裂纹时可变形，以及形成在芯的表层部分上的涂层2，将修复剂保持在内部并且易碎发生龟裂时。网状体，螺旋体，机织物，无纺布适合作为核心。涂层可以由具有低熔点的热溶性材料形成。在该容器主体的制造方法中，通过将芯体卷绕在夹具上而形成容器主体，在芯体的表层部形成有涂层后，夹取夹具。在将夹具装入其中的夹具将容器主体埋在混凝土中之后，夹具可以被抽出。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2006308414A Maximum displacement memory device 审中-公开
标题翻译：最大位移存储器件
公开(公告)号：JP2006308414A
公开(公告)日：2006-11-09
申请号：JP2005131104
申请日：2005-04-28
申请人： Japan Fine Ceramics Center , Osaki Sogo Kenkyusho:Kk , Shimizu Corp , 株式会社大崎総合研究所 , 清水建設株式会社 , 財団法人ファインセラミックスセンター
发明人： MATSUBARA HIDEAKI , OKUHARA YOSHIKI , INADA YASUO , SUZUKI MAKOTO , INADA YUTAKA
IPC分类号： G01B7/16
摘要： PROBLEM TO BE SOLVED: To easily obtain maximum displacement or strain when necessary by storing maximum displacement or strain.
SOLUTION: The maximum displacement memory device 20 comprises an elastic deformation body 2 retained in a sensing portion so as to cause an extension strain when the displacement is caused, and a conduction path fixed to the extension strain generation part of the elastic deformation body 2 and formed with a percolation structure of conductive particles or continuous conductive fiber. The conductive path comprises sensors 10a and 10b showing variation of conductivity for the strain worked on the conduction path and a residual resistance phenomenon which is effective for retaining the conductivity varied with the maximum value of the strain.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过存储最大位移或应变，在必要时容易获得最大位移或应变。解决方案：最大位移存储装置20包括保持在感测部分中的弹性变形体2，以便当发生位移时引起延伸应变，并且固定到弹性变形的延伸应变产生部分的传导路径并且形成有导电颗粒或连续导电纤维的渗透结构。导电路径包括传感器10a和10b，其示出了对导电路径上加工的应变的导电率的变化，以及对于保持随着应变的最大值而变化的电导率的残留电阻现象。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2009186308A Maximum displacement storage device and utilization thereof 审中-公开
标题翻译：最大位移存储设备及其使用
公开(公告)号：JP2009186308A
公开(公告)日：2009-08-20
申请号：JP2008026085
申请日：2008-02-06
申请人： Japan Fine Ceramics Center , Osaki Sogo Kenkyusho:Kk , Shimizu Corp , 株式会社大崎総合研究所 , 清水建設株式会社 , 財団法人ファインセラミックスセンター
发明人： MATSUBARA HIDEAKI , OKUHARA YOSHIKI , INADA YASUO , INADA YUTAKA , KUMAGAI HITOSHI
IPC分类号： G01B7/16
摘要： PROBLEM TO BE SOLVED: To provide a practical maximum displacement storage device not restricted by an elongation length of a used strain sensor. SOLUTION: This maximum displacement storage device 2 includes the strain sensor 10 capable of storing the maximum strain, and an elastically-deformable elastic deformation body 20 connected dynamically in series with the strain sensor 10. Since the device 2 can store the maximum detectable displacement without being restricted by the elongation length of the strain sensor 10, the maximum displacement storage device having the large maximum detectable displacement and a compact size can be provided. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供不受所使用的应变传感器的伸长长度限制的实用的最大位移存储装置。解决方案：该最大位移存储装置2包括能够存储最大应变的应变传感器10和与应变传感器10串联动态连接的弹性变形弹性变形体20.由于装置2可以存储最大应变检测位移而不受应变传感器10的伸长长度的限制，可以提供具有大的最大可检测位移和紧凑尺寸的最大位移存储装置。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2004258041A Device for determining integrity of structures 有权
公开(公告)号：JP2004258041A
公开(公告)日：2004-09-16
申请号：JP2004067329
申请日：2004-03-10
申请人： Shimizu Corp , 清水建設株式会社
发明人： ISHII KIYOSHI , INADA YUTAKA , SUGITA MINORU , SEKIJIMA KENZO , OTSUKA YASUSHI , NAKATSUJI TERUYUKI
IPC分类号： G01B7/16 , G01M99/00 , G01N27/20 , G01M19/00
摘要： PROBLEM TO BE SOLVED: To provide a device for determining integrity of structures which can determine the integrity of an actually-built structure, using simple instruments. SOLUTION: This integrity determining device is provided with sensors 80, 90, 100 comprising electrically conductive materials attached to the surface or embedded inside the structure to breakage by a tensile force of a certain level or higher, a plurality of terminals connected to at least two points on the sensor, and a resistance-measuring means for measuring the resistance values between terminals. The sensor to be used is formed by that a yarn string, consisting of bundled conductive yarns such as carbon, etc. or a mesh mat-like braided yarn sheet, in a state of being bent nearly into a U-shape from its central part, is attached on the surface of a sheet member made of zonal plastic. COPYRIGHT: (C)2004,JPO&NCIPI

6. 发明专利

JP2008163643A Joining method for segment for shield tunnel, and tunnel wall body constituted by using the method 审中-公开
标题翻译：用于隧道隧道分段的方法和使用该方法构成的隧道墙体
公开(公告)号：JP2008163643A
公开(公告)日：2008-07-17
申请号：JP2006354330
申请日：2006-12-28
申请人： Shimizu Corp , Toray Ind Inc , Univ Of Tokyo , 国立大学法人東京大学 , 東レ株式会社 , 清水建設株式会社
发明人： MATSUMOTO TAKASHI , GOTO SHIGERU , ISHIZUKA YOSHIO , INADA YUTAKA , SUGIYAMA HIROKAZU , MATSUI TAKAHIRO
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joining method for a segment for a shield tunnel, which makes an adhesive properly spread in a joining area requiring the adhesive, when the segments composed of an FRP are joined together with the adhesive, which prevents the occurrence of the relative displacement of the segments to be joined to each other, which enables uniform stress transfer for a tunnel structure by preventing the occurrence of the concentration of stress on a joint in such a manner that the segments are surely surface-joined together, and which is excellent in joining performance and waterproof performance, and a tunnel wall body using the joining method.
SOLUTION: This joining method for the segment for the shield tunnel is characterized in that the adjacent segments are joined together with the adhesive in a state in which a joint assisting member with a surface spread along at least a part of joint surfaces of the adjacent segments is interposed between the adjacent segments, when the shield tunnel is formed by joining the segments having at least outer surfaces composed of the FRP. The tunnel wall body is constituted by using the joining method.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于盾构通道的接合方法，其使粘合剂在需要粘合剂的接合区域中适当地扩散时，当由FRP组成的段与粘合剂接合在一起时，防止相互接合的片段的相对位移的发生，从而通过防止在接头上产生应力集中，使得片段可靠地表面接合，从而能够对隧道结构进行均匀的应力传递并且具有优异的接合性能和防水性能，以及使用接合方法的隧道壁体。＆lt; P＆gt;解决方案：用于屏蔽隧道的该段的接合方法的特征在于，相邻的段与粘合剂接合在一起，其中具有沿着至少一部分接合表面的表面扩展的接合辅助构件的状态当通过连接具有由FRP组成的至少外表面的段形成屏蔽隧道时，相邻的段被插入在相邻的段之间。通过使用接合方法构成隧道壁体。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2012189109A Base isolation device 有权
标题翻译：基座隔离装置
公开(公告)号：JP2012189109A
公开(公告)日：2012-10-04
申请号：JP2011051675
申请日：2011-03-09
申请人： Shimizu Corp , Tokai Rubber Ind Ltd , 東海ゴム工業株式会社 , 清水建設株式会社
发明人： TAKIMOTO KAZUYUKI , INADA YUTAKA , HIHARA KUNIO , ONO SHUHEI , DEWA KATSUYUKI , YAMADA HIROSHI , IWAMOTO TOMOHISA
IPC分类号： F16F15/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide an effective and proper base isolation device which has excellent damping capability by a simple structure.SOLUTION: The base isolation device includes a device body which is elastically deformed by relative vibration generated between a structure 1 and a supporting structure 2 so as to retain the structure on the supporting structure and a damping mechanism which is mounted to the device body to damp the vibration thereof. The damping mechanism is formed of fibrous materials 12 provided between both ends of the device body to absorb vibration energy by being broken upon receiving a predetermined tensile load. The fibrous materials 12 are disposed at sides of base isolation rubber 11 as the device body along the vertical direction. Both ends of the fibrous materials are locked to upper and lower mounting jigs 13, 14 of the base isolation rubber. A plurality of fibrous materials are provided in parallel and the length and/or an inclination angle to the vertical direction of each fibrous fiber are set in such a way that the fibrous material is broken stepwise.
摘要翻译：要解决的问题：提供一种通过简单的结构具有优异的阻尼能力的有效和适当的基础隔离装置。解决方案：基座隔离装置包括：通过在结构1和支撑结构2之间产生的相对振动而弹性变形的装置主体，以便将结构保持在支撑结构上;以及阻尼机构，其安装在该装置上身体阻止其振动。阻尼机构由设置在装置主体的两端之间的纤维材料12形成，以在受到预定的拉伸载荷时被破坏而吸收振动能。纤维材料12沿着垂直方向设置在基部隔离橡胶11的侧面作为装置主体。纤维材料的两端被锁定到基部隔离橡胶的上部和下部安装夹具13,14。多个纤维材料平行地设置，并且每个纤维纤维的垂直方向的长度和/或倾斜角度被设置为使纤维材料逐步破裂。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2007239255A Cfrp sheet pile 有权
标题翻译： CFRP板材
公开(公告)号：JP2007239255A
公开(公告)日：2007-09-20
申请号：JP2006060953
申请日：2006-03-07
申请人： Nippon Steel Composite Co Ltd , Port & Airport Research Institute , Sakai Composite Kk , Shimizu Corp , Taisei Corp , Toray Ind Inc , サカイ・コンポジット株式会社 , 大成建設株式会社 , 日鉄コンポジット株式会社 , 東レ株式会社 , 清水建設株式会社 , 独立行政法人港湾空港技術研究所
发明人： YOKOTA HIROSHI , YAMAGUCHI SHIGETERU , INADA YUTAKA , SHINDO TAKEFUMI , TATEISHI MASAHIRO , AOKI TSUKASA , KONDO FUJIO , ABE KAZUMINE , YAMAUCHI HIROSHI
IPC分类号： E02D5/03 , E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a CFRP sheet pile superior in durability, handling performance and workability, and sufficiently practically usable for a quay, by exhibiting lightness, while exhibiting a sufficiently high strength characteristic.
SOLUTION: This CFRP sheet pile is composed of carbon fiber reinforced plastic CFRP, and is characterized in that the volume content of carbon fiber in the CFRP is set to 40% or more. A rate of the carbon fiber oriented in the sheet pile axis direction is set to 50% or more.
COPYRIGHT: (C)2007,JPO&INPIT

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