Analytical Study on the Improvement of Concrete Placement in a Massive Wall-Structure

매스콘크리트 벽체구조물의 타설개선을 위한 해석적 연구

  • 김진근 (정회원, 한국과학기술원 토목공학과) ;
  • 김상철 (정회원, 동아건설산업(주) 책임연구원, 공박) ;
  • 이두재 (동아건설산업(주)) ;
  • 김국한 (정회원, 한국과학기술원 토목공학과)
  • Published : 1997.10.01

Abstract

Since the length of massive wall-structure is generally longer and larger than its thickness and a lift height of concrete of placement, cracks induced by hydration heat are governed by outer structural restriction rather than inner one. However, the degree of restriction control is expected to be affected by the sizes of wall thickness, length and a lift height. Thus, this analytical study aims at the development of relationship among those to minimize thermal cracks. In addition, the effect of types of cement on the thermal heats and stresses is evaluated for anti-sulphate and 2blended Portland cements concrete. It was found from analytical study that a lift height of concrete placement is the most important factor controlling thermal cracks, and the increase of lift heights is not always detrimental to structural safety.

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