A Study on Application of Non-Destructive Equation for the Estimation of Concrete Strength

콘크리트의 압축강도 추정을 위한 비파괴시험식의 활용성 검토에 관한 연구

  • 김무한 (충남대학교 공과대학 건축공학과) ;
  • 권영진 (쌍용엔지니어링(주) 건설부문 리프트사업팀)
  • Received : 1999.12.24
  • Published : 1999.01.31

Abstract

In this paper, the new non-destructive equation will be proposed and evaluated in comparison to the other foreign's non-destructive equation. Through the comparisons cores strength of mock structure with compressive strength obtained from new non-destructive equation ; rebound hammer, ultra-sonic pulse velocity and combined method, it will be analyzed about application of non-destructive equation. The results are following. The new non-destructive equations follow ; (1) $F_c=9.5R{\cdot}N+62.5$ (2) $F_c=243Vp-739$ (3) $F_c=8.1R_o+205.3V_p-802$ where, $F_c$ : Compressive Strength, $R_o$ : Rebound Number. $V_p$ : Ultra-Sonic Pulse Velocity Trough the result of mock structure test, the combined method is superior to rebound method and ultra-sonic pulse velocity method in the estimation of concrete strength. In order to apply the non-destructive equation of concrete strength to the structures, it is necessary that we should be made process study on the non-destructive equation for estimation of concrete strength in the range, time and strength of application under long-term.

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