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    • 14. 发明专利
    • Method for preventing high strength concrete from crazing due to initial drying
    • 用于防止由于初始干燥引起的高强度混凝土的破坏的方法
    • JP2006117439A
    • 2006-05-11
    • JP2004303733
    • 2004-10-19
    • Sumitomo Osaka Cement Co Ltd住友大阪セメント株式会社
    • HARADA SHUSUKEUCHIDA YOSHIONAKAMURA SHIROAOKI MAKI
    • C04B40/04B28B1/16C04B7/00C04B28/02E04G21/02
    • PROBLEM TO BE SOLVED: To effectively reduce crazing due to initial drying of high strength concrete without necessitating complicated ageing and without adding a large amount of admixtures such as a water reducing agent at the construction by using the high strength concrete.
      SOLUTION: The method comprises the steps of preparing high strength concrete of ≥50 N/mm
      2 compression strength by using coarse particle cement with a Blaine specific surface area of 1,000-2,400 cm
      2 /g, and placing the high strength concrete to a site where the surface is exposed. Alternatively, the method comprises the steps of preparing first high strength concrete of ≥50 N/mm
      2 compression strength and placing it, and further preparing second high strength concrete of ≥50 N/mm
      2 compression strength by using coarse particle cement with a Blaine specific surface area of 1,000-2,400 cm
      2 /g which is smaller than that of cement constituting the first high strength concrete, and placing the second high strength concrete on the surface of the first high strength concrete.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了有效地减少由于高强度混凝土的初始干燥而引起的龟裂,而不需要复杂的老化,并且通过使用高强度混凝土在施工中不添加大量的减水剂等混合物。 解决方案:该方法包括通过使用布莱恩比表面积为1,000-2,400厘米的粗颗粒水泥,制备≥50N/ mm 2 抗压强度的高强度混凝土 2 / g,并将高强度混凝土置于表面暴露的位置。 或者,该方法包括以下步骤:制备≥50N/ mm 2 压缩强度的第一高强度混凝土并将其放置,并进一步制备≥50N/ mm <2>的第二高强度混凝土 通过使用比构成第一高强度混凝土的水泥小的布莱恩比表面积为1,000-2,400cm 2 / SP / g的粗颗粒水泥,并将第二 高强度混凝土表面的高强度混凝土。 版权所有(C)2006,JPO&NCIPI