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    • 2. 发明专利
    • Carbonation cure equipment, and supply method of co2 inclusion gas for carbonation cure
    • 碳酸化固化设备及二氧化碳包埋气体供应方法
    • JP2014015351A
    • 2014-01-30
    • JP2012153731
    • 2012-07-09
    • Kajima Corp鹿島建設株式会社Chugoku Electric Power Co Inc:The中国電力株式会社Denki Kagaku Kogyo Kk電気化学工業株式会社
    • TORII TAKESHIYOKOZEKI KOSUKESEKI KENGOTSUNAKAWA HIROFUMIYOSHIOKA ICHIRONAKAMOTO KENJINANJO HIDEOSHOJI SHINHIGUCHI TAKAYUKIMORIOKA MINORU
    • C04B40/02B28B11/24
    • PROBLEM TO BE SOLVED: To supply COinclusion gas of an optimal temperature and humidity to carbonation cure without a lot of power consumption and COdischarge in the carbonation cure using exhaust gas from an outside.SOLUTION: Carbonation cure equipment 1 includes: a cooling part 22 in which COinclusion gas passing a COinclusion gas passage 21 is cooled; and a heat part 24 in which the COinclusion gas passing the COinclusion gas passage 21 is heated after cooling at the cooling part 22, wherein in the cooling part 22, heat exchange of a cooling medium and the COinclusion gas is performed, a temperature of the COinclusion gas is made to a second target temperature set based on a first target temperature and a first target humidity, and humidity is made to 100%, in the heat part 24, heat exchange of a heat medium and the COinclusion gas is performed, thereby a temperature of the COinclusion gas is made to a first target temperature, humidity is made to a first target humidity. The COinclusion gas of an optimal temperature and humidity is supplied to the carbonation cure without a lot of power consumption and COdischarge by the carbonation cure equipment 1.
    • 要解决的问题:提供最佳温度和湿度的碳排气,以碳酸化固化,而不需要大量的功率消耗,并且使用来自外部的废气进行碳酸化固化时的CO排出。解决方案:碳化固化设备1包括:冷却部分22 通过CO含量气体通道21的CO含量气体被冷却; 在冷却部22冷却后,通过冷凝部22的加热部件22,其中通过CO含量气体通道21的CO含量气体被加热,其中,在冷却部分22中进行冷却介质和CO浓度气体的热交换, 根据第一目标温度和第一目标湿度,将CO含量气体设定为第二目标温度,并将湿度设定为100%,在加热部分24中,进行热介质和CO含量气体的热交换,由此 使CO含量气体的温度达到第一目标温度,使湿度达到第一目标湿度。 将碳酸化固化设备提供最佳温度和湿度的CO含量气体,无需大量的功率消耗和CO放电。
    • 6. 发明专利
    • Mortar or concrete having compacted surface layer and its manufacturing method
    • 具有压实表面层的碎片或混凝土及其制造方法
    • JP2006182583A
    • 2006-07-13
    • JP2004375549
    • 2004-12-27
    • Denki Kagaku Kogyo KkKajima Corp電気化学工業株式会社鹿島建設株式会社
    • WATANABE KENZOYOKOZEKI KOSUKESAKATA NOBORUASHIZAWA RYOICHIMORIOKA MINORUOKUYAMA KOJIHIGUCHI TAKAYUKI
    • C04B28/02B28B11/24C04B14/04C04B14/38C04B40/02
    • PROBLEM TO BE SOLVED: To provide a durable cement-based material improved in resistance against Ca-elution, salt damage, scaling and freezing and thawing. SOLUTION: The mortar or concrete having a compacted surface layer is a cured product of a kneaded material containing 8-70 mass pts. of γ-belite against 100 mass pts. of cement, wherein the mortar or concrete has a compacted layer in its surface layer part and has a porosity ratio K 1 /K 2 of 0.8 or less wherein K 1 represents the porosity of the compacted layer and K 2 represents the porosity of the inner part excluding the compacted layer. Alternatively, the mortar or concrete having a compacted surface layer is a cured product of a cement kneaded material containing at least one or two or more of γ-belite, α-wollastonite and a calcium magnesium silicate, wherein the surface layer is carbonated after cured. The thickness of the compacted layer is for example 0.5-10 mm. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供耐Ca洗脱,盐损伤,结垢和冷冻和解冻的耐久性水泥基材料。 解决方案:具有压实表面层的砂浆或混凝土是含有8-70质量比的捏合材料的固化产物。 的γ-belite对100质量吨。 的水泥,其中所述砂浆或混凝土在其表面层部分具有压实层,并且具有0.8或更小的孔隙率K 1 / K 2 ,其中K 1 表示压实层的孔隙率,K <2> 表示除压实层之外的内部部分的孔隙率。 或者,具有压实表面层的砂浆或混凝土是含有γ贝氏体,α-硅灰石和硅酸钙镁中的至少一种或两种以上的水泥捏合材料的固化产物,其中表面层在固化后被碳酸化 。 压实层的厚度例如为0.5-10mm。 版权所有(C)2006,JPO&NCIPI
    • 8. 发明专利
    • Construction method for repairing concrete structure
    • 修复混凝土结构的施工方法
    • JP2007022878A
    • 2007-02-01
    • JP2005209906
    • 2005-07-20
    • Denki Kagaku Kogyo KkKajima Corp電気化学工業株式会社鹿島建設株式会社
    • YOKOZEKI KOSUKEWATANABE KENZOSAKATA NOBORUASHIZAWA RYOICHIMORIOKA MINORUOKUYAMA KOJIHIGUCHI TAKAYUKI
    • C04B41/65E04G23/02
    • C04B30/00C04B2111/72C04B14/042C04B14/043C04B40/0231
    • PROBLEM TO BE SOLVED: To provide a technique for repairing a concrete structure, which is used for not only repairing a deteriorated part of the concrete structure but also imparting excellent power of resistance to salt damage, scale deposit, freezing and thawing, etc. to the concrete structure and contributes to the effective use of an industrial by-product.
      SOLUTION: The construction method for repairing the concrete structure comprises the steps of: repairing the surface of the concrete structure by using a cross section repairing material containing one or more non-hydraulic compounds selected from γ-2CaO-SiO
      2 , α-CaO-SiO
      2 and calcium magnesium silicate; hardening the cross section repairing material; and subjecting the surface of the repaired part of the concrete structure to carbonation treatment. It is preferable that the depth to be carbonated is ≥0.5 mm and ≤1/3 of the thickness of the concrete for covering a reinforcing bar. The carbonation treatment is preferably started after the compressive strength of the cross section repairing material becomes ≥20 N/mm
      2 .
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供一种用于修复混凝土结构的技术,其不仅用于修复混凝土结构的劣化部分,而且赋予耐盐损害,水垢沉积,冷冻和解冻的优异的力量, 具体结构,有助于有效利用工业副产品。 解决方案:修补混凝土结构的施工方法包括以下步骤:通过使用含有一种或多种选自γ-2CaO-SiO 的非水力化合物的截面修复材料来修复混凝土结构的表面, 2-α,CaO-SiO 2和硅酸钙镁; 硬化截面修复材料; 并对混凝土结构的修补部分的表面进行碳酸化处理。 碳酸化的深度优选为用于覆盖钢筋的混凝土的厚度≥0.5mm和≤1/ 3。 碳酸化处理优选在截面修复材料的抗压强度变为≥20N/ mm 2 之后开始。 版权所有(C)2007,JPO&INPIT