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    • 1. 发明专利
    • Method and device for designing concrete or mortar
    • 用于设计混凝土或泥浆的方法和装置
    • JP2011157760A
    • 2011-08-18
    • JP2010021462
    • 2010-02-02
    • Landes Co LtdOkayama Univランデス株式会社国立大学法人 岡山大学
    • AYANO KATSUNORIHOSOYA TAKEFUJII TAKASHI
    • E03F3/04
    • PROBLEM TO BE SOLVED: To provide a method and a device for economically and rationally designing concrete or mortar for use in an atmosphere of a sulfuric acid.
      SOLUTION: The concrete or the mortar is immersed in the sulfuric acid with a predetermined concentration; a correlationship between the product of the concentration of the sulfuric acid and an immersion period, and the depth of the erosion of the concrete or the mortar by the sulfuric acid is kept grasped (step S1); durable years and the concentration of the sulfuric acid in the assumed installation environment of the concrete or the mortar are assumed (step S2); and the thickness of cover concrete or mortar for reinforcements is designed based on the durable years and the concentration of the sulfuric acid, and the correlationship (step S3).
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种经济合理地设计用于硫酸气氛的混凝土或砂浆的方法和装置。

      解决方案:将混凝土或砂浆以预定浓度浸入硫酸中; 掌握硫酸浓度与浸渍时间的关系以及硫酸对混凝土或砂浆的侵蚀深度的关系(步骤S1)。 假定在混凝土或砂浆的假定安装环境中硫酸的浓度是耐久的(步骤S2); 增强件覆盖混凝土或砂浆的厚度根据耐用年份和硫酸浓度及相关性(步骤S3)进行设计。 版权所有(C)2011,JPO&INPIT

    • 2. 发明专利
    • Method and device for estimating concentration of sulfuric acid
    • 用于估计硫酸浓度的方法和装置
    • JP2011158400A
    • 2011-08-18
    • JP2010021558
    • 2010-02-02
    • Landes Co LtdOkayama Univランデス株式会社国立大学法人 岡山大学
    • AYANO KATSUNORIHOSOYA TAKEFUJII TAKASHI
    • G01N33/38G01N31/00
    • PROBLEM TO BE SOLVED: To provide a method and device for estimating the concentration of sulfuric acid suitable for grasping the concentration of sulfuric acid in the installation environment of concrete or mortar.
      SOLUTION: Concrete or mortar is immersed in sulfuric acid with predetermined concentration to keep a correlation between the product of the concentration and immersion period of sulfuric acid and the erosion depth of concrete or mortar by sulfuric acid preliminarily grasped (step S1). The concrete or mortar grasped in the correlation is installed in environment to be estimated only for a predetermined period (step S2) to measure the erosion depth by sulfuric acid of this environment (step S3), so that the concentration of sulfuric acid of the environment to be estimated is estimated on the basis of the erosion depth, the predetermined period and the correlation (step S4).
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种在混凝土或砂浆的安装环境中估计适合于抓取硫酸浓度的硫酸浓度的方法和装置。

      解决方案:将混凝土或砂浆浸入预定浓度的硫酸中,以保持硫酸浓度与浸渍时间的乘积与预先掌握的硫酸的混凝土或砂浆的侵蚀深度之间的相关性(步骤S1)。 以相关性掌握的混凝土或砂浆安装在环境中,仅在预定时间段(步骤S2)进行估计,以测量该环境的硫酸的侵蚀深度(步骤S3),使得环境中的硫酸浓度 基于侵蚀深度,预定期间和相关性来估计估计值(步骤S4)。 版权所有(C)2011,JPO&INPIT

    • 3. 发明专利
    • Method and device for maintenance control of concrete or mortar
    • 混凝土或泥浆的维护方法和装置
    • JP2011158397A
    • 2011-08-18
    • JP2010021524
    • 2010-02-02
    • Landes Co LtdOkayama Univランデス株式会社国立大学法人 岡山大学
    • AYANO KATSUNORIHOSOYA TAKEFUJII TAKASHI
    • G01N33/38
    • PROBLEM TO BE SOLVED: To provide a method and device for the maintenance control of concrete or mortar capable of estimating a future erosion situation by sulfuric acid in a use initial stage.
      SOLUTION: Concrete or mortar (hereinbelow referred to concrete or the like) is immersed in sulfuric acid with predetermined concentration and a correlation between the product of the concentration and immersion period of sulfuric acid and the erosion depth of the concrete or the like by sulfuric acid is preliminarily grasped (step S1). The concrete or the like for the concentration measurement of sulfuric acid grasped in the correlation and the concrete or the like for maintenance control are installed in the same spot environment, and the respective erosion depths of them are measured after the elapse of a predetermined period (steps S2-S5). The concentration of sulfuric acid of the spot environment is estimated on the basis of the erosion depth for concentration measurement, the predetermined period, and the correlation (step S6). The future erosion situation of the concrete or the like of the spot environment is estimated and evaluated on the basis of the estimated concentration, the erosion depth for maintenance control, the predetermined period, and the correlation (step S7).
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种能够在使用初始阶段估计硫酸未来侵蚀情况的混凝土或砂浆的维护控制的方法和装置。 解决方案:将混凝土或砂浆(以下称为混凝土等)浸渍在预定浓度的硫酸中,并且硫酸的浓度与浸渍时间的乘积与混凝土等的侵蚀深度之间的相关性 通过硫酸预先掌握(步骤S1)。 用于将相关性中所掌握的硫酸的浓度测量的混凝土等和用于维护控制的混凝土等安装在同一点的环境中,并且在经过预定时间段之后测量它们的各自的侵蚀深度( 步骤S2-S5)。 基于浓度测量的腐蚀深度,预定周期和相关性来估计斑点环境中硫酸的浓度(步骤S6)。 基于估计浓度,维护控制的侵蚀深度,预定周期和相关性来估计和评估现场环境的混凝土等的未来侵蚀情况(步骤S7)。 版权所有(C)2011,JPO&INPIT
    • 4. 发明专利
    • Method of treating waste
    • 处理废物的方法
    • JP2008272598A
    • 2008-11-13
    • JP2007071294
    • 2007-03-19
    • Okayama Univ国立大学法人 岡山大学
    • AYANO KATSUNORIONO YOSHIROSUZUKI KAZUMASAFUJII TAKASHI
    • B09B3/00A62D3/33A62D101/08A62D101/43
    • PROBLEM TO BE SOLVED: To provide a way of achieving the stabilization treatment of waste incineration ash without eluting harmful heavy metals contained in the incineration ash of municipal waste or industrial waste again from the incineration ash over a long period of time.
      SOLUTION: The incineration ash of the waste is solidified by mixing one or both of blast furnace slag and coal ash with the incineration ash and adjusting the component composition to satisfy Al≥2.0 mol/kg, Ca≥3.0 mol/kg and Si/Al≥1, adding water and applying heat treatment at ≥80°C for ≥6 hr to perform solidification, pulverizing the solidified material and adding a binder to perform solidification again.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种实现垃圾焚烧灰稳定化处理的方法,而不用长时间从焚化灰中再次洗脱城市垃圾或工业垃圾焚烧灰中所含的有害重金属。 解决方案:通过将高炉矿渣和煤灰中的一种或两种与焚烧灰混合并调节组分组成以满足Al≥2.0mol/ kg,Ca≥3.0mol/ kg和 Si /Al≥1,加水并在≥80℃下进行≥6小时的热处理以进行固化,粉碎固化材料并添加粘合剂以再次凝固。 版权所有(C)2009,JPO&INPIT
    • 5. 发明专利
    • Concrete placing method
    • 混凝土配置方法
    • JP2008106458A
    • 2008-05-08
    • JP2006288114
    • 2006-10-23
    • Asuton:KkOkayama Univ国立大学法人 岡山大学株式会社アストン
    • AYANO KATSUNORIANDO TAKASHI
    • E04G21/02
    • C04B40/0035C04B41/009C04B41/5022C04B41/46C04B28/02
    • PROBLEM TO BE SOLVED: To provide a concrete placing method which ensures a working life from the placement of primary concrete until the placement and joining of secondary concrete, and has excellent bond strength of a construction joint face of the primary concrete and secondary concrete.
      SOLUTION: The concrete placing method for placing and joining the secondary concrete to the primary concrete is characterized in that the secondary concrete is placed and joined after applying a construction placing joint agent formed of an aqueous solution containing alkali metal silicate, to the surface of the primary concrete after placing the primary concrete.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种混凝土浇筑方法,其确保从初级混凝土的放置到二次混凝土的放置和接合的工作寿命,并且具有优异的初级混凝土和次级混凝土结构接合面的粘合强度 具体。 解决方案:将第一混凝土放置和接合到主混凝土的混凝土浇筑方法的特征在于,在将由含有碱金属硅酸盐的水溶液形成的施工放置联合剂施加到第一混凝土之后,将第二混凝土放置并接合到 主混凝土表面放置初级混凝土。 版权所有(C)2008,JPO&INPIT
    • 6. 发明专利
    • Concrete test body and method for manufacturing the same
    • 混凝土试验体及其制造方法
    • JP2012093263A
    • 2012-05-17
    • JP2010241426
    • 2010-10-27
    • Asuton:KkOkayama Univ国立大学法人 岡山大学株式会社アストン
    • AYANO KATSUNORIANDO HISASHITANIMURA SHIGERU
    • G01N33/38G01N15/08
    • PROBLEM TO BE SOLVED: To provide a concrete test body 1 and a method for manufacturing the same by which a circumference of a concrete column 2 comprising a concrete core is not necessary to be sealed by a sealing material when testing a property of a concrete in an actual structure, so that the property of the actual structure can be measured by mounting a simple test device and defects generated in an inside of the concrete core can be easily observed.SOLUTION: A concrete test body 1 includes a concrete column 2 with a lateral surface covered by a flexible pipe 3. The concrete column 2 is a concrete core collected from a concrete structure. A gap between the lateral surface of the concrete column 2 and the flexible pipe 3 is sealed by a sealing resin 4.
    • 要解决的问题:提供一种混凝土试验体1及其制造方法,通过该混凝土试验体1的混凝土柱2的周长不需要被密封材料密封, 实际结构中的混凝土,使得通过安装简单的测试装置可以测量实际结构的性质,并且可以容易地观察到在混凝土芯的内部产生的缺陷。 解决方案:混凝土试验体1包括具有被柔性管3覆盖的侧表面的混凝土柱2.混凝土柱2是从混凝土结构收集的混凝土芯。 混凝土柱2的侧面与柔性管3之间的间隙由密封树脂4密封。版权所有(C)2012,JPO&INPIT