Development of Strength and Durability Properties of Latex-Modified Concrete with Rapid-Setting Cement

초속경 시멘트를 사용한 라텍스 개질 콘크리트의 강도발현 및 내구특성

  • 최성욱 (강원대학교 토목공학과) ;
  • 홍창우 (강원대학교 석재복합신소재제품연구센타) ;
  • 김동호 (강원대학교 토목공학과) ;
  • 최상릉 ((주)한석엔지니어링) ;
  • 장홍균 ((주)국일건설 엔지니어링)
  • Published : 2001.11.01

Abstract

The purpose of this research is to develop rapid setting cement latex modified concrete (RSLMC) which will be used to overlay bridge deck for maintaining and repairing. The main experimental variables were the types of rapid setting cement and variation of latex and antifoam agent contents were selected as admixture factor, then the properties of workability and strength development and durability properties were investigated. The results of this study show that latex content give increment of a slump due to surface tension in polymer particles and reduce unit weight of water for preservation of workability. In addition, When no and 1.6~3.2% antifoam agent were mixed, 8%, 2.0~3.8% were respectively obtained. An increasing the amount of latex produced concrete with increased flexural strength, but with slightly lower compressive strength. Rapid chloride permeability and freezing-thawing test carried out. As a results, according to increment of containing ratio antifoamer, strength of RSLMC increase, permeability showed lower value than ignorable 100 coulombs. Also, in the case of more than antifoamer 1.6%, the relativity dynamic modulus is mantained more than 90%, but in case of 0, 5%, it decrease. In consequence, with the view of strength and workability of RSLMC, it is considered that appropriate content ratio of antifoam agent and latex solid are respectively 1.6% by latex weight, 15% by cement weight.

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