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1. 发明专利

JP2012214822A Method for forming groove on concrete structure and electrode installation method 有权
标题翻译：在混凝土结构和电极安装方法中形成槽的方法
公开(公告)号：JP2012214822A
公开(公告)日：2012-11-08
申请号：JP2011078965
申请日：2011-03-31
申请人： Sumitomo Osaka Cement Co Ltd , Nexco-Engineering Tohoku Co , Kemikaru Koji:Kk , Estec Co Ltd , 住友大阪セメント株式会社 , 株式会社エステック , 株式会社ケミカル工事 , 株式会社ネクスコ・エンジニアリング東北
发明人： YAMAMOTO MAKOTO , MINEMATSU TOSHIKAZU , WAKASUGI MIKIO , SAMUKAWA TATSUYA , SUZUKI YASUHIRO , MITSUOKA TATSUYUKI , HAYASAKA YOHEI , KUNIKAWA MASAKATSU , MATSUI YOSHIMI , TAKEUCHI FUMIYUKI
IPC分类号： C23F13/00 , E04B1/64 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method for forming a groove on a concrete structure by which the groove can be efficiently formed on a groove-forming surface of the concrete structure even in a narrow space where operators are hard to enter or cannot enter.SOLUTION: The method for forming a groove on a concrete structure includes steps for: arranging a rail body 10 in a narrow space 6 formed of a pair of mutually opposed surfaces along the direction for forming a groove 7 for installing an electrode for electric protection; and moving a cutting blade 62 along the rail body, thereby forming the groove on one opposed face 5 formed of concrete in the pair of opposed surfaces.
摘要翻译：要解决的问题：提供一种在混凝土结构上形成槽的方法，即使在操作者难以进入的狭窄空间中也可以在混凝土结构的槽形成表面上有效地形成槽，或者不能进入。解决方案：在混凝土结构上形成槽的方法包括以下步骤：将导轨体10沿着形成沟槽7的方向形成在一对相互相对的表面的狭窄空间6中，以安装用于电气保护; 并且沿着轨道体移动切割刀片62，从而在一对相对表面中由混凝土形成的相对面5上形成槽。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012214823A Method for preventing short circuit in electric corrosion protection method 有权
标题翻译：防止短路电路腐蚀保护方法的方法
公开(公告)号：JP2012214823A
公开(公告)日：2012-11-08
申请号：JP2011078969
申请日：2011-03-31
申请人： Sumitomo Osaka Cement Co Ltd , Nexco-Engineering Tohoku Co , Kemikaru Koji:Kk , Estec Co Ltd , 住友大阪セメント株式会社 , 株式会社エステック , 株式会社ケミカル工事 , 株式会社ネクスコ・エンジニアリング東北
发明人： YAMAMOTO MAKOTO , MINEMATSU TOSHIKAZU , WAKASUGI MIKIO , SAMUKAWA TATSUYA , SUZUKI YASUHIRO , MITSUOKA TATSUYUKI , HAYASAKA YOHEI , KUNIKAWA MASAKATSU , MATSUI YOSHIMI , TAKEUCHI FUMIYUKI
IPC分类号： C23F13/00
摘要： PROBLEM TO BE SOLVED: To provide a method for preventing a short circuit in which the exposure of a conductive member in a groove formed on a reinforced concrete construction can be reliably detected to reliably prevent the short circuit.SOLUTION: The method for preventing the short circuit in a construction of an electric corrosion protection method includes steps for: moving a magnet which is placed in a groove formed on a groove-forming surface of a reinforced concrete structure along the groove; and applying short-circuit preventing treatment to a part where an attractive force of the magnet is generated.
摘要翻译：要解决的问题：提供一种防止短路的方法，其中可以可靠地检测形成在钢筋混凝土结构上的槽中的导电构件的暴露以可靠地防止短路。电腐蚀保护方法的防止短路的方法包括以下步骤：沿着沟槽移动放置在形成在钢筋混凝土结构的槽形成表面上的槽中的磁体; 并对产生磁铁吸引力的部位进行短路防止处理。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2012214824A Method for burying electrode for electric corrosion protection 有权
标题翻译：用于电腐蚀保护电极的方法
公开(公告)号：JP2012214824A
公开(公告)日：2012-11-08
申请号：JP2011078974
申请日：2011-03-31
申请人： Sumitomo Osaka Cement Co Ltd , Nexco-Engineering Tohoku Co , Kemikaru Koji:Kk , Estec Co Ltd , 住友大阪セメント株式会社 , 株式会社エステック , 株式会社ケミカル工事 , 株式会社ネクスコ・エンジニアリング東北
发明人： YAMAMOTO MAKOTO , MINEMATSU TOSHIKAZU , WAKASUGI MIKIO , SAMUKAWA TATSUYA , SUZUKI YASUHIRO , MITSUOKA TATSUYUKI , HAYASAKA YOHEI , KUNIKAWA MASAKATSU , MATSUI YOSHIMI , TAKEUCHI FUMIYUKI
IPC分类号： C23F13/00 , E01D19/02 , E04G23/00
摘要： PROBLEM TO BE SOLVED: To provide a method for burying an electrode for electric corrosion protection by which the electrode for electric corrosion protection can be efficiently buried in a groove-forming surface of a reinforced concrete structure even in a narrow space where workers cannot enter.SOLUTION: The method for burying an electrode for electric corrosion protection includes steps for: arranging a rail body in a narrow space formed of a pair of mutually opposed surfaces in a reinforced concrete construction along a groove 7 formed on one of the opposed surfaces; and moving a pushing tool 99 along the rail body, thereby pushing an electrode for electric corrosion protection 95 into the groove.
摘要翻译：要解决的问题：为了提供一种埋入电腐蚀保护用电极的方法，即使在工作人员的狭窄空间中，用于电腐蚀保护的电极也可以有效地埋在钢筋混凝土结构的槽形成表面中不能进入。电解腐蚀保护用电极的埋埋方法包括以下步骤：沿钢筋混凝土结构形成的一对相对面形成的狭窄空间，沿着形成在相对的表面; 沿着轨道体移动推动工具99，从而将电腐蚀保护用电极95推入槽内。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2012193425A Detection method of short-circuited foreign matter and detection device of short-circuited foreign matter 有权
标题翻译：短路电路外部事故检测方法及短路电路外部事件检测装置
公开(公告)号：JP2012193425A
公开(公告)日：2012-10-11
申请号：JP2011059016
申请日：2011-03-17
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： MINEMATSU TOSHIKAZU , WAKASUGI MIKIO , YAMADA KOJI , SUZUKI YASUHIRO , YAMAMOTO MAKOTO , KASHIMA ATSUSHI , HONDA KAZUYA
IPC分类号： C23F13/00
摘要： PROBLEM TO BE SOLVED: To provide a detection method of a short-circuited foreign matter, which can accurately detect the short-circuited foreign matter, and to provide a detection device of the short-circuited foreign matter.SOLUTION: In the detection method of the short-circuited foreign matter for detecting the conductive short-circuited foreign matter interposed between the installation face of an electrolytic protection electrode of a concrete construction in which the steel material is arranged and the steel material, the detection method of the short-circuited foreign matter is characterized in that the presence or absence of the short-circuited foreign matter is detected by bringing a conductive sheet member 2 which is electrically connected to the steel material into contact with the installation face, and carrying electricity between the conductive sheet member and the steel material.
摘要翻译：要解决的问题：提供可以精确地检测短路异物的短路异物的检测方法，并提供短路异物的检测装置。解决方案：在用于检测介于布置钢材的混凝土结构的电解保护电极的安装面和导电短路异物之间的短路异物的检测方法中，短路异物的检测方法的特征在于，通过将与钢材电连接的导电性片材2与安装面接触来检测短路异物的存在或不存在，并且在导电片材和钢材之间承载电力。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2011236485A Electrolytic protection method 有权
标题翻译：电解保护方法
公开(公告)号：JP2011236485A
公开(公告)日：2011-11-24
申请号：JP2010110487
申请日：2010-05-12
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： YAMAMOTO MAKOTO , KASHIMA ATSUSHI , WAKASUGI MIKIO , OKAMURA TATSUYA
IPC分类号： C23F13/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an electrolytic protection method, by which a concrete structure surrounding an anode material can be prevented from being deteriorated in the concrete structure subjected to electrolytic protection.SOLUTION: The electrolytic protection method comprises passing an electric current between a steel A embedded in a concrete structure 1 and an anode material 2, wherein the surface of the concrete structure 1 is coated with a surface treatment agent 3 having water repellency and air permeability.
摘要翻译：要解决的问题：提供一种电解保护方法，通过该方法可以防止在电解保护的混凝土结构中围绕阳极材料的混凝土结构的劣化。解决方案：电解保护方法包括在嵌入在混凝土结构1中的钢A与阳极材料2之间传递电流，其中混凝土结构1的表面涂覆有具有防水性的表面处理剂3，透气性。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2008132477A Treatment method of asbestos-containing waste material 有权
标题翻译：含有ASBESTOS的废物处理方法
公开(公告)号：JP2008132477A
公开(公告)日：2008-06-12
申请号：JP2007274937
申请日：2007-10-23
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： SAKAKIBARA HIROYUKI , WAKASUGI MIKIO , KANESAKI TAIDO , MATSUDA TAKASHI , KANAI KENSUKE
IPC分类号： B09B3/00 , A62D3/36 , A62D101/41 , C04B7/44
摘要： PROBLEM TO BE SOLVED: To provide an asbestos treatment method capable of perfectly and safely subjecting an asbestos-containing waste material having an optional form to the detoxification treatment. SOLUTION: Two-stage treatment for impregnating the asbestos-containing waste material with an acid to form a treated material wherein asbestos in the waste material is converted to an asbestos-free material and further subjecting the treated material to melting treatment by a melting furnace is performed not only to safely and perfectly detoxify the asbestos-containing waste material having a fluffy, plate-shaped, powdery or broken piece like arbitrary form but also to manufacture cement reutilizing the waste material. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够将具有任选形式的含石棉废料完全安全地进行脱毒处理的石棉处理方法。解决方案：用酸浸渍含石棉废料的二阶段处理，以形成经处理的材料，其中废料中的石棉转化为无石棉材料，并进一步经处理的材料通过熔融炉不仅可以安全，完美地解毒含有任意形式的蓬松，板状，粉末状或破碎片状的含石棉废料，而且还可制造再利用废料的水泥。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2008037704A Method for repairing concrete channel 有权
标题翻译：修复混凝土通道的方法
公开(公告)号：JP2008037704A
公开(公告)日：2008-02-21
申请号：JP2006214454
申请日：2006-08-07
申请人： Sho Bond Constr Co Ltd , Sumitomo Osaka Cement Co Ltd , ショーボンド建設株式会社 , 住友大阪セメント株式会社
发明人： KAMIJO TATSUYUKI , KOMATA FUJIO , ANDO SHIGEHIRO , SAKAKIBARA HIROYUKI , OSAKI KEIICHI , WAKASUGI MIKIO
IPC分类号： C04B41/71 , C04B14/38 , C04B14/42 , C04B16/06 , C04B22/06 , C04B22/14 , C04B24/26 , C04B24/32 , C04B28/02 , C09K3/10 , E02B5/02
CPC分类号： C04B41/45 , C04B28/02 , C04B41/009 , C04B2111/72 , C04B41/4853 , C04B14/02 , C04B20/0052 , C04B20/0076 , C04B22/008 , C04B24/24 , C04B2103/58
摘要： PROBLEM TO BE SOLVED: To provide a method for repairing a concrete channel where a repairing material has an excellent adhesiveness to not only a concrete body from which a brittle layer has been chipped but also a deteriorated or embrittled concrete, can be joined together, has less possibility of being peeled off, and is excellent in wear resistance, water shieldability, crack resistance, water passing capacity, workability, and essentially wear resistance.
SOLUTION: The method for repairing a concrete channel includes a process for applying an epoxy resin-based adhesive and a process for repairing with a polymer cement mortar, wherein after the application of an epoxy resin-based adhesive, the concrete channel is repaired with a polymer cement mortar including cement of 100 pts.mass, fine aggregate with an average particle diameter of 0.8-2.5 mm of 150-600 pts.wt., a polymer for cement mixing of 1-20 pts.mass, an expansive admixture of 1-20 pts.wt., a shrinkage-reducing agent of 0.5-10 pts.mass, long fibers of 0.1-3.0 pts.mass, and finely powdered fibers of 0.1-3.0 pts.mass.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供修复混凝土通道的方法，其中修补材料不仅具有脆性层已被切削的混凝土体，而且还具有劣化或脆化的混凝土，所以可以连接一起剥离的可能性较小，耐磨耗性，防水性，耐裂纹性，通水能力，加工性和基本上耐磨性优异。解决方案：用于修复混凝土通道的方法包括施加环氧树脂基粘合剂的方法和用聚合物水泥砂浆修复的方法，其中在施加环氧树脂基粘合剂之后，具体通道为用包含100磅水泥的聚合物水泥砂浆进行修补，平均粒径为0.8-2.5毫米的细骨料为150-600重量份，用于水泥混合的聚合物为1-20质量度，膨胀性 1-20重量份的外加剂，0.5-10磅/小时的减缩剂，0.1-3.0重量份的长纤维和0.1-3.0质量份的细粉末纤维。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2012136747A Installation method of reference electrode and concrete structure 有权
标题翻译：参考电极和混凝土结构的安装方法
公开(公告)号：JP2012136747A
公开(公告)日：2012-07-19
申请号：JP2010290737
申请日：2010-12-27
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： MINEMATSU TOSHIKAZU , WAKASUGI MIKIO , SUZUKI YASUHIRO , YAMAMOTO MAKOTO , KASHIMA ATSUSHI , HONDA KAZUYA
IPC分类号： C23F13/00 , E01D1/00 , E01D22/00 , G01N27/26
摘要： PROBLEM TO BE SOLVED: To provide an installation method of a reference electrode and a concrete structure in which installation and substitution work of the reference electrode can be easily performed.SOLUTION: As for an installation method of a reference electrode 6, in the installation method of a reference electrode into a concrete structure 10 in which a steel material 2 is installed in an inside of a concrete 1, a recessed portion which opens at a surface of the concrete structure is formed on a surface of the concrete, the reference electrode is installed in the recessed portion to measure an electric potential of the steel material. As for the concrete structure, in the concrete structure in which a steel material is installed in an inside of the concrete, the recessed portion which opens at a surface of the concrete is included, and the reference electrode which measures the electric potential of the steel material is installed in the recessed portion.
摘要翻译：要解决的问题：提供参考电极的安装方法和具体结构，其中可以容易地进行参考电极的安装和替代工作。解决方案：对于参考电极6的安装方法，在参考电极的安装方法中，将钢材2安装在混凝土1的内部的混凝土结构10中，打开的凹部在混凝土的表面上形成混凝土结构的表面，将参考电极安装在凹部中以测量钢材的电位。对于混凝土结构，在混凝土内部安装钢材的混凝土结构中，包括在混凝土的表面开口的凹部，并且测量钢的电位的参考电极材料安装在凹部中。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2012087022A Adhesion holding material for cement material, and repairing method of concrete structure using the holding material 有权
标题翻译：用于水泥材料的粘合保持材料和使用保持材料的混凝土结构的修复方法
公开(公告)号：JP2012087022A
公开(公告)日：2012-05-10
申请号：JP2010236125
申请日：2010-10-21
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： YAMAMOTO MAKOTO , AKASHI MASAYUKI , YAMADA HIROSHI , WAKASUGI MIKIO , OKAMURA TATSUYA , HISADA MAKOTO , MINAGAWA HIROSHI
IPC分类号： C04B41/65 , C04B7/345 , C04B28/02
摘要： PROBLEM TO BE SOLVED: To provide an adhesion holding material for a cement material capable of keeping excellent adhesion between a concrete structure surface and a cement repair material even when a construction temperature is below 5°C, and to provide a repair method of a concrete structure using the holding material.SOLUTION: This adhesion holding material for a cement material which is used under a temperature environment below 5°C is an aqueous solution in which a material selected from a group comprising sodium nitrite, lithium nitrite, calcium nitrate and calcium nitrite is dissolved at solid concentration of 5-50 mass%. The adhesion holding material is applied onto a concrete structure, and then a cement-based material is placed, to thereby acquire excellent adhesion strength at the environmental temperature of ≤5°C.
摘要翻译：解决的问题：即使在施工温度低于5℃的情况下，也能够提供能够在混凝土结构体表面和水泥修补材料之间保持优异的粘合性的水泥材料的粘合保持材料，并提供修复方法使用保持材料的混凝土结构。解决方案：在低于5℃的温度环境下使用的用于水泥材料的粘合保持材料是其中溶解有亚硝酸钠，亚硝酸锂，硝酸钙和亚硝酸钙的组中的材料溶解的水溶液固体浓度为5-50质量％。将粘合保持材料施加到混凝土结构上，然后放置水泥基材料，从而在≤5℃的环境温度下获得优异的粘合强度。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2010138686A Electrode for electric protection and method for burying the same 有权
标题翻译：电保护用电极及其制造方法
公开(公告)号：JP2010138686A
公开(公告)日：2010-06-24
申请号：JP2009078538
申请日：2009-03-27
申请人： Sumitomo Osaka Cement Co Ltd , 住友大阪セメント株式会社
发明人： MINEMATSU TOSHIKAZU , WAKASUGI MIKIO , KASHIMA ATSUSHI
IPC分类号： E04B1/64 , C23F13/00
摘要： PROBLEM TO BE SOLVED: To provide an electrode having a configuration easily burying the electrode and having an excellent workability when the electrode is buried for carrying out an electric protection method to a concrete structure and not disturbing filling in a grouting or the like and a method for burying the electrode. SOLUTION: The electrode for the electric protection is buried for carrying out the electric protection method to the concrete structure. In the electrode for the electric protection, a band-shaped body is bent and formed in the cross direction so that a length in the cross direction is shrunk by an elastic deformation. COPYRIGHT: (C)2010,JPO&INPIT

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