The self-compacting property of concrete as to specific gravity and mixing proportion of lightweight coarse aggregate

경량 굵은골재 비중 및 혼합률에 따른 콘크리트의 자기충전성

  • 최연왕 (세명대학교 토목공학과) ;
  • 김용직 (한양대학교 토목공학과) ;
  • 최욱 (한국시설안전기술공단) ;
  • 이상호 (대림산업(주) 용인기술연구소, 한양대학교 토목공학과) ;
  • 조선규 (서울산업대학교 토목공학과)
  • Published : 2004.11.01

Abstract

Lightweight concrete is known for its advantage of reducing the self-weight of the structures, reducing the areas of sectional members as well as making the construction convenient. Thus the construction cost can be saved when applied. to . structures such as long-span bridge and high rise buildings. However, the lightweight concrete requires specific design mix method that is quite different from the typical concrete, since using the typical mix method would give rise the material segregation as well as lower the strength by the reduced weight of the aggregate. In order to avoid such problems, it is recommended to apply the design mix method of high performance self-compacting concrete for the lightweight concrete. Therefore, this study introduces a production of self-compacting concrete, PF-modified and improved version of Nan-Su's design mix method of self-compacting concrete. Through a series of test mixes conducted during the study, the quality of the concrete at its fresh condition has been evaluated per the 2nd class rating standards of self-compacting concrete published by JSCE, especially focused in its fluidity, segregation resistance ability, and filling ability.

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