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    • 5. 发明专利
    • Sulfuric acid resistant cement composition, sulfuric acid resistant mortar composition, and sulfuric acid resistant concrete composition
    • 耐酸水泥组合物,抗硫酸镁组合物和耐酸性混凝土组合物
    • JP2011201745A
    • 2011-10-13
    • JP2010072595
    • 2010-03-26
    • Ube Industries Ltd宇部興産株式会社
    • IGARASHI HIDEAKISASAKI AKIRAMOCHINAGA SHINJIYAMATO KOICHIRO
    • C04B28/02C04B14/28C04B24/20C04B24/22C04B111/23
    • C04B28/02C04B14/02C04B14/28C04B20/0096C04B24/22
    • PROBLEM TO BE SOLVED: To provide a sulfuric acid resistant cement composition having excellent workability and capable of obtaining a hardened body having improved sulfuric acid resistance and a sulfuric acid mortar composition and a sulfuric acid resistant concrete composition using the same.SOLUTION: The sulfuric acid resistant cement composition contains 1-12 pts.mass aromatic amino sulfonic acid based polymer compound in the basis of solid portion to 100 pts.mass cement. The aromatic amino sulfonic acid based polymer compound is a formaldehyde condensate of phenol and aromatic amino sulfonic acid or its salt and the weight average molecular weight thereof is preferably 10,000-50,000. The sulfuric acid resistant cement composition preferably further contains 30-400 pts.mass lime stone fine powder. The sulfuric acid resistant mortar composition contains 50-800 pts.mass fine aggregate to 100 pts.mass cement in the sulfuric acid resistant cement composition. The sulfuric acid resistant concrete composition contains coarse aggregate in the sulfuric acid resistant mortar composition.
    • 要解决的问题:提供具有优异的加工性能并且能够获得具有改善的耐硫酸性的硬化体和硫酸砂浆组合物的耐硫酸水泥组合物和使用其的耐硫酸混凝土组合物。溶液:硫酸 耐水泥组合物含有1-12质量%芳香族氨基磺酸基高分子化合物,其固体部分为100质量份水泥。 芳香族氨基磺酸系高分子化合物是苯酚和芳香族氨基磺酸或其盐的甲醛缩合物,其重均分子量优选为1万〜5万。 耐硫酸水泥组合物优选还含有30-400点石灰石细粉。 耐硫酸砂浆组合物含硫酸耐水泥组合物中含有50-800粒度的聚集体,至100质量度的水泥。 耐硫酸的混凝土组合物在耐硫酸砂浆组合物中含有粗骨料。
    • 9. 发明专利
    • Method for calculating minimum crack index of concrete structure, and calculation device
    • 计算混凝土结构最小破裂指数的方法和计算装置
    • JP2009069037A
    • 2009-04-02
    • JP2007238769
    • 2007-09-14
    • Mitsubishi Materials CorpUbe Ind Ltd三菱マテリアル株式会社宇部興産株式会社
    • GOTO TAKAHIRONAKAZATO TAKESHISASAKI AKIRA
    • G01N33/38G01N3/00
    • PROBLEM TO BE SOLVED: To provide a method and a device to quickly calculate a minimum crack index of a concrete structure using a portable mobile type personal computer without expensive dedicated software or a high performance personal computer.
      SOLUTION: The concrete structure is classified into analysis models according to the structure forms. An analysis pattern is defined of which factor related to the minimum crack index of the concrete structure is selected for each classified analysis model. Based on the analysis pattern, temperature stress analysis is performed by the finite element method. An estimation formula is defined by performing multiple linear regression analysis with changed factor for each analysis model. Based on the estimation formula, the minimum crack index is calculated. A portable personal computer having calculation software of the minimum crack index by the estimation formula is also provided.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种使用便携式移动式个人计算机,无需昂贵的专用软件或高性能个人计算机来快速计算具体结构的最小裂纹指数的方法和装置。 解决方案:具体结构根据结构形式分为分析模型。 对于每个分类分析模型,选择与混凝土结构的最小裂纹指数相关的因素的分析模式。 基于分析模式,通过有限元法进行温度应力分析。 通过对每个分析模型进行改变的因子进行多元线性回归分析来定义估计公式。 根据估计公式计算最小裂纹指数。 还提供了具有通过估计公式的最小裂纹指数的计算软件的便携式个人计算机。 版权所有(C)2009,JPO&INPIT
    • 10. 发明专利
    • Aseismatic reinforcing method
    • ASEISMATIC增强方法
    • JP2009030427A
    • 2009-02-12
    • JP2008122206
    • 2008-05-08
    • Sanyo Kensetsu Service KkUbe Ind Ltd宇部興産株式会社山陽建設サービス株式会社
    • KAWAMOTO TAKANORIEJIRI TAKESHISASAKI AKIRAMORIMOTO IKUOOKAMURA MITSUHIROSETA MASAHARU
    • E04G23/02C04B16/06C04B18/14C04B22/04C04B22/06C04B24/24C04B24/26C04B24/32C04B24/38C04B28/02
    • Y02W30/94
    • PROBLEM TO BE SOLVED: To obtain an aseismatic reinforcing method which sufficiently obtains necessary strength, reduces vibration and noise during drilling work with a drill while constructed, does not emit mal odor and is carried out at a lower cost when carrying out the aseismatic reinforcement of an existing building, and to provide an aseismatic reinforcing method for the existing building excellent in construction efficiency and aseismatic reinforcing effect which improves the seismic force transmitting performance of shrinkage-compensating mortar filled into a gap between an existing skeleton and a reinforcing member to the reinforcing member and reduces the installation number of anchor bolts or limits installation positions to positions where stress is considered to be generated. SOLUTION: The aseismatic reinforcing method for the existing building integrates the reinforcing member with a column-beam frame by arranging it in the column-beam frame of the existing building. The aseismatic reinforcing method includes a step for fixing by arranging a plurality of the anchor bolts at the inner circumference of the column-beam frame, a step for arranging a reinforcing member including an H steal beam having a flange in at least a part of an outer frame, and a step for filling and hardening high-performance hydraulic mortar between the reinforcing member and the column-beam frame. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了获得充分获得必要的强度的抗震加强方法,在构造的钻头的钻孔作业期间减少振动和噪音,不会发出恶臭,并且在执行 对现有建筑物进行抗震加固,为建筑效率和抗震加固效果优良的现有建筑提供抗震加固方法,提高填充在现有骨架与加固件之间的间隙内的收缩补偿砂浆的抗震传递性能 并且减小了锚固螺栓的安装数量,或者将安装位置限制在认为产生应力的位置。

      解决方案:现有建筑的抗震加固方法将加强构件与柱梁框架结合在现有建筑物的柱梁框架中。 抗震加强方法包括通过在柱梁框架的内圆周处布置多个锚定螺栓来固定的步骤,用于将包括H形横梁的加强构件布置在具有凸缘的至少一部分中的步骤 外框架,以及用于在加强构件和柱梁框架之间填充和硬化高性能液压砂浆的步骤。 版权所有(C)2009,JPO&INPIT