프리캐스트 슬래브 궤도용 시멘트-아스팔트 유제 혼합 모르타르 충전재의 온도변화에 따른 물리적 특성

Physical Properties according to Temperature Change of the Cement-Asphalt Mortar for Precast Slab Track

  • 오수진 (삼표이앤씨(주) 기술팀) ;
  • 이후삼 (삼표이앤씨(주) 기술팀) ;
  • 장승엽 (한국철도기술연구원) ;
  • 정용 ((주)삼표 기술연구소) ;
  • 정영민 ((주)삼표 기술연구소) ;
  • 윤섭 ((주)삼표 기술연구소)
  • 발행 : 2007.11.08

초록

The cement-asphalt mortar is a mixture of cement and asphalt emulsion, and is utilized as a underpouring materials for the railway track which is used to fill under slab panel space so as to provide a stabilized track support and a tool for reduction of noise and vibration. To increase the workability of grouting, this study investigates the effect of temperature on cement-asphalt mortar by analyzing its physical and mechanical properties before/after hardening according to the temperature (10, 15, 20, 25, $30^{\circ}C$). According to the test results, it is found that as for the physical property of fresh cement-asphalt mortar the more mixture temperature become higher or lower, the more fluidity become worse. But by increasing reducing agent amount and its unit quantity, the required fluidity is met. The compressive strength as physical property of hardened cement-asphalt mortar become lower when temperature is lower but taking it by and large the physical properties of cement-asphalt mortar before/after hardening aren't so affected by temperature and well satisfy the requirement. And it has proved that rate of expansion and freezing and thawing resistance aren't affected by temperature.

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