Influence of Cement Factor on the Strength Development of Concrete at the Early Age

콘크리트의 초기강도 발현에 미치는 시멘트 요인의 영향

  • 김광화 (청주대학교 대학원) ;
  • 김은호 (청주대학교 대학원) ;
  • 임주혁 (삼성물산㈜건설부문 주택기술팀) ;
  • 김규동 (삼성물산㈜건설부문 기술연구소) ;
  • 한천구 (청주대학교 건축공학부)
  • Published : 2003.05.01

Abstract

In this study, the influence of cement factor on the early strength gain and the other properties of concrete is discussed. According to the result, the setting time is faster in order of alumina cement(AC), high-early-strength cement(HSC) and ordinary Portland cement(OPC), and when OPC are replaced with HSC and AC, the final setting time is faster than when only OPC is used. At 10% replacement of AC, the instant setting happens. As the particle of cement is minute, setting time is shortened. As the properties of hardened concrete, the time when compressive strength of 5㎫, which the form can be removed, is gained is about 18 and 16 hours in the case of OPC and HSC respectively, and in the case of AC, it is about 5 hours. It also shows 16 hours at the replacing ratio of HSC of 50%, and 26 and 72 hours at the replacing ratio of AC of 5 and 10% respectively. And it shows 21, 16 and 12 hours with variation of fineness of cement, so early strength gain is fast with an increase of fineness. The coefficient of correlation between compressive strength and the rebound value is over 0.97, is very favorable. Therefore, if the rebound value of P type Schmidt hammer is more than 25, it is thought that the side forms can be removed.

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