By-pass Dust를 첨가한 혼합 시멘트의 수화 및 기계적 특성

Hydration and mechanical properties of Blended Cement added Bypass dust

  • 성진욱 (연세대학교 세라믹공하과 대학원) ;
  • 나종윤 (연세대학교 세라믹공학과 대학원) ;
  • 김창은 (연세대학교 세라믹공학과) ;
  • 이승헌 (군산대학교 재료공학과) ;
  • 이봉한 (쌍용양회 중앙연구소 환경자원 연구실 실장) ;
  • 김수룡 (쌍용양회 중앙연구소 환경자원 연구실) ;
  • 류한웅 (쌍용양회 중앙연구소 환경자원 연구실 연구원)
  • 발행 : 1999.04.01

초록

This study was conducted to confirm the effect of bypass dust on the hydration and mechanical properties of the cement pastes and mortar obtained from ordinary Portland cement (OPC), OPC-slag and OPC-fly ash system. The rate of heat evolution is accelerated with the content of By-pass Dust(BD). total heat evolution increased because alkali-chlorides activated the hydration of blended cement. Compressive strength and bound water content show maximum value at 5wt% By-pass Dust(BD) on each curing time in ordinary Portland cement and slag blended cement. Ca(OH)2 content of Ordinary Portland Cement increased as the content of BD and curing time. In blended cement, the formation of Ca(OH)2 is active at early hydration stage. By pozzolanic reaction, the content of Ca(OH)2 is decreased as curing time goes by. According to the BD content stable chlorides complex of Friedel's salt (C3A·CaCl2·10H2O) is created. Due to the hydration activation effect of chlorides and alkali we observed Type II C-S-H, which developed into densest microstructure.

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