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    • 3. 发明专利
    • Testing method for chloride ion diffusion of concrete
    • 混凝土氯离子扩散试验方法
    • JP2005140605A
    • 2005-06-02
    • JP2003376463
    • 2003-11-06
    • Port & Airport Research Institute独立行政法人港湾空港技術研究所
    • YOKOTA HIROSHIYAMAJI TORUIWANAMI MITSUHOKATO EMA
    • G01N13/04G01N33/38
    • PROBLEM TO BE SOLVED: To provide a diffusion testing method of chloride ions in concrete which substantially uses the same mechanism as the natural state and obtains result, in a short time.
      SOLUTION: A concrete specimen 50 is installed at a first installation location P1 of a rotating member 3. A first vessel 51 is attached to a first concrete surface S1 near a rotational center location P3 and accommodates a first liquid 61 containing the chloride ion. A second vessel 52 is attached to a second concrete surface S2 opposite to the first concrete surface S1 and accommodates a second liquid 62 such as distilled water. A balance weight 301 is installed at a second installation location P2 on the rotating member 3 opposite to the concrete specimen 50. A rotating shaft 2 is attached to the rotating center location P3 of the rotating member 3 and is rotated by an electric motor 1. The chloride ions of the first liquid 51 are made to infiltrate and diffuse into the interior of the concrete specimen 50 by the action of the centrifugal force.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供混凝土中氯离子的扩散测试方法,其基本上采用与自然状态相同的机制,并在短时间内获得结果。 解决方案:混凝土试样50安装在旋转构件3的第一安装位置P1处。第一容器51附接到靠近旋转中心位置P3的第一混凝土表面S1,并容纳含有氯化物的第一液体61 离子。 第二容器52附接到与第一混凝土表面S1相对的第二混凝土表面S2,并容纳第二液体62如蒸馏水。 平衡重301安装在与混凝土试样50相对的旋转构件3上的第二安装位置P2处。旋转轴2安装在旋转构件3的旋转中心位置P3,并由电动机1旋转。 通过离心力的作用使第一液体51的氯离子渗透并扩散到混凝土试样50的内部。 版权所有(C)2005,JPO&NCIPI
    • 4. 发明专利
    • Pier reusing method
    • PIER REUSING方法
    • JP2006169769A
    • 2006-06-29
    • JP2004361706
    • 2004-12-14
    • Penta Ocean Constr Co LtdPort & Airport Research InstituteToyo Constr Co Ltd五洋建設株式会社東洋建設株式会社独立行政法人港湾空港技術研究所
    • HAMADA HIDENORIYAMAJI TORUSANO SEISHINAKAGAWA MASAHIDENAITO HIDEHARUTANIGUCHI OSAMU
    • E01D24/00E01D15/24
    • PROBLEM TO BE SOLVED: To provide a pier reusing method for reusing a structure that cannot exert functions of a pier due to its aging, deterioration, or the like, without crushing the same.
      SOLUTION: In reusing the structure that cannot exert the functions of the pier 1, the pier reusing method comprised of the following steps is employed. In the first step, a steel pipe pile 2 is cut away from the pier 1 and superstructure work 10 formed of a floor slab portion 5, a beam portion 4, and a pile head portion 3 is removed. In the second step, the removed superstructure work 10 in its original condition or in a condition in which a new structure or a new object is added to the original superstructure work, is set on the ground, in the ocean, or in a river, to thereby form a new structure having new functions. Thus the pier 1 can be reused without crushing the same, and therefore dust or noise which is unavoidable when crushing is carried out, occurs, whereby a large load is not imposed on the environment.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种码头重用方法,用于重新使用由于其老化,劣化等而不能发挥码头功能的结构,而不破坏码头。 解决方案:在重复使用不能施加码头1功能的结构时,采用包括以下步骤的码头重用方法。 在第一步骤中,将钢管桩2从墩1上切下,除去由地板坯件5,梁部4和桩头部3构成的上层结构件10。 在第二步中,被拆除的上层建筑工程10处于原始状态,或在新建筑物或新物体添加到原始上层建筑工程的条件下,被设置在地面,海洋或河流中, 从而形成具有新功能的新结构。 因此,可以在不破坏墩1的情况下重新使用墩1,因此发生粉碎时产生的粉尘或噪音,因此不会对环境产生大的负荷。 版权所有(C)2006,JPO&NCIPI
    • 6. 发明专利
    • Method and apparatus for diagnosing electric protection of metal structure
    • 用于诊断金属结构电气保护的方法和装置
    • JP2014162928A
    • 2014-09-08
    • JP2013031723
    • 2013-02-21
    • Tokyo Institute Of Technology国立大学法人東京工業大学Port & Airport Research Institute独立行政法人港湾空港技術研究所Nippon Corrosion Engineering Co Ltd日本防蝕工業株式会社
    • AMAYA KENJIYONETANI NAOKIAKIRA YOSHIKAZUYAMAJI TORUIIDA TOMOHIROTASHIRO KENKICHI
    • C23F13/00B63B59/00B63B59/04G01N27/00G01N27/26
    • PROBLEM TO BE SOLVED: To provide a method and an apparatus for diagnosing electric protection of a metal structure, in which an amount of current in many sacrificial anodes is identified using a small number of potential measurement points and which can economically and efficiently diagnose an electric protection state of the metal structure as a result.SOLUTION: The method for diagnosing electric protection of a metal structure comprises: a first step S1 of measuring a potential of sea water in the vicinity of a metal structure as a potential measured value; a second step S2 of identifying a surface potential (identification value) and current density (identification value) of individual sacrificial anodes by first numerical analysis; a third step S3 of calculating a surface potential (estimate value) of each part and current value (estimate value) of the individual sacrificial anodes in the whole of the metal structure by second numerical analysis; a fourth step S4 of calculating an amount of consumption of the individual sacrificial anodes; and a fifth step S5 of comparing the surface potential, the current value and the amount of consumption of each part (estimate value) for the whole of the metal structure, with each predetermined reference value, and diagnosing an electric protection state of the metal structure.
    • 要解决的问题:提供用于诊断金属结构的电保护的方法和装置,其中使用少量的潜在测量点识别许多牺牲阳极中的电流量,并且可以经济地和有效地诊断电 金属结构的保护状态。解决方案:用于诊断金属结构的电保护的方法包括:测量金属结构附近的海水的电位作为潜在测量值的第一步骤S1; 通过第一数值分析识别各个牺牲阳极的表面电位(识别值)和电流密度(识别值)的第二步骤S2; 通过第二数值分析来计算每个部件的表面电位(估计值)和各个牺牲阳极在整个金属结构中的当前值(估计值)的第三步骤S3; 计算各个牺牲阳极的消耗量的第四步骤S4; 以及第五步骤S5,将每个预定的参考值与整个金属结构的每个部分(估计值)的表面电位,电流值和消耗量进行比较,并且诊断金属结构的电保护状态 。
    • 7. 发明专利
    • Seawater-formulated type alumina cement concrete
    • 海水配方型铝水泥混凝土
    • JP2005281112A
    • 2005-10-13
    • JP2004101377
    • 2004-03-30
    • Port & Airport Research Institute独立行政法人港湾空港技術研究所
    • TAREK UDDIN MOHAMMEDHAMADA HIDENORIYAMAJI TORU
    • C04B28/06
    • PROBLEM TO BE SOLVED: To provide a method capable of preventing the corrosion of a steel material in a reinforced concrete structure easily applicable at a low cost, and the like.
      SOLUTION: The method comprises the steps of placing a reinforcing steel structure composed of reinforcing bars in a concrete molding flask, kneading alumina cement, seawater, fine aggregate and coarse aggregate to make fresh concrete in a fluid-state, filling the fresh concrete in the molding flask to embed the reinforcing structure and curing. Corroded surface area of the reinforcing bar (coverage 20 mm, 40 mm, 70 mm) of the above sample ALS is smaller than that of tap water-formulated type ordinary Portland cement concrete PCW or tap water-formulated type alumina cement concrete ALS showing higher preventing effect on corrosion of reinforcing bar.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种能够以低成本等方式容易地应用于钢筋混凝土结构中的钢材的腐蚀的方法。 解决方案:该方法包括将由钢筋组成的钢筋结构放置在混凝土模型烧瓶中,捏合氧化铝水泥,海水,细骨料和粗骨料以使新鲜混凝土处于流体状态,填充新鲜的 混凝土在烧瓶中嵌入加固结构并固化。 上述样品ALS的钢筋腐蚀表面积(覆盖层20mm,40mm,70mm)小于自来水配制型普通波特兰水泥混凝土PCW或自来水配方型氧化铝水泥混凝土ALS的表面积较高 防止对钢筋腐蚀的影响。 版权所有(C)2006,JPO&NCIPI