An Experimental Study on the Properties of Lightweight Concrete Using Expanded Clay

팽창점토를 사용한 경량콘크리트의 특성에 관한 실험적 연구

  • Kim, Jong-In (Dept. of Construction & Environmental Engineering, Taegu University) ;
  • Choi, Young-Wha (Dept. of Construction & Environmental Engineering, Taegu University) ;
  • Ha, Sang-Jin (Dept. of Construction & Environmental Engineering, Taegu University)
  • 김종인 (대구대학교 건설환경공학부) ;
  • 최영화 (대구대학교 건설환경공학부) ;
  • 하상진 (대구대학교 건설환경공학부)
  • Received : 2002.05.15
  • Accepted : 2002.08.20
  • Published : 2002.08.31

Abstract

The purpose of this study is to find the mechanical properties of lightweight concrete using expanded clay. Thus, slump, air content, compressive strength, elastic modulus, tensile strength, length change ratio, unitweight change ratio and absorption of lightweight concrete have been investigated. The conclusions of this study are as follows ; 1. The loss of slump and air content of concrete increased as the expanded clay content increased and the size of coarse aggregate decreased. 2. The compressive strength of concrete using 100% expanded clay of 13, 19mm size at 28 days were respectively 282, $252kgf/cm^2$. 3. The elastic modulus and tensile strength of concrete decreased with increase of expanded clay content. 4. The length change ratio of concrete increased with the larger coarse aggregate size, and decreased with the increase of expanded clay content. 5. The unit weight of concrete decreased with the increase of expanded clay content, and the ratio of that was larger at the early age.

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