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ULTRA HIGH-EARLY-STRENGTH EXPANSIVE ADMIXTURE FOR CONCRETE AND PRODUCTION PROCESS OF CONCRETE PRODUCT USING THE SAME

机译:使用相同的超高强度混凝土膨胀剂和生产过程

摘要

PROBLEM TO BE SOLVED: To provide an expansive admixture for concrete by the use of which concrete having required workability until placing of the concrete is completed can be obtained and, after the placing, the concrete can early be hardened to form high strength expansive concrete causing substantially no alkali- aggregate admixture. ;SOLUTION: The production process of this expansive admixture comprises steps of: pulverizing lumpy quick lime having a 70-500 ml 4N hydrochloric acid consumption value into powdery quick lime having a ≥3,000 cm2/g Blaine specific surface area; and mixing 100 pts.wt. of the resultant powdery quick lime on the basis expressed in terms of CaO, 5-20 pts.wt. of powdery anhydrous gypsum II and a sufficient total amount of alkali sulfates to provide the ratio of the total alkali content (Na2O+0.658K2O) to the total amount of the resulting mixture of 0-0.75 (excluding 0) pts.wt, together.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:提供一种用于混凝土的膨胀剂,通过使用该膨胀剂,可以获得在混凝土浇筑完成之前具有所需可加工性的混凝土,并且在浇筑之后,可以将混凝土提早硬化以形成高强度膨胀混凝土,从而引起混凝土的膨胀。基本上没有碱-骨料混合物。解决方案:该膨胀混合物的生产方法包括以下步骤:将具有70-500 ml 4N盐酸消耗值的块状生石灰粉化成具有3,000 cm2 / g布莱恩比表面积的粉状生石灰。并混合100 pts.wt.所得粉状生石灰的含量以CaO表示,为5-20pts.wt。粉末状无水石膏II和足量的碱金属硫酸盐,以提供总碱含量(Na2O + 0.658K2O)与所得混合物总量的比为0-0.75(不包括0)pts.wt。 ;版权:(C)2001,日本特许厅

著录项

  • 公开/公告号JP2001294460A

    专利类型

  • 公开/公告日2001-10-23

    原文格式PDF

  • 申请/专利权人 MAETA TECHNO RESEARCH INC;

    申请/专利号JP20000108230

  • 发明设计人 YONEDA MASAHIKO;KONO TOSHIO;

    申请日2000-04-10

  • 分类号C04B22/06;B28B1/14;B28B11/24;C04B22/14;C04B28/02;

  • 国家 JP

  • 入库时间 2022-08-22 01:32:38

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