한국건설순환자원학회논문집 (Journal of the Korean Recycled Construction Resources Institute)

한국건설순환자원학회 (Korean Recycled Construction Resources Institute)
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나노실리카 혼입률이 실리카퓸 및 고로슬래그 미분말을 혼입한 4성분계 고강도 순환잔골재 모르타르의 역학적 성능에 미치는 영향

Investigation on the Mechanical Properties of High-Strength Recycled Fine Aggregate Mortar Made of Nanosilica Dispersed by Sonication

  • 김성우 (부경대학교 건축.소방공학부) ;
  • 문래교 (부경대학교 건축공학과) ;
  • 조은비 (부경대학교 건축공학과) ;
  • 정철우 (부경대학교 건축공학과)
  • Seong-Woo Kim (Department of Architectural and Fire Protection Engineering, Pukyong National University) ;
  • Rae-Gyo Moon (Department of Architectural Engineering, Pukyong National University) ;
  • Eun-Bi Cho (Department of Architectural Engineering, Pukyong National University) ;
  • Chul-Woo Chung (Department of Architectural Engineering, Pukyong National University)
  • 투고 : 2023.01.04
  • 심사 : 2023.06.13
  • 발행 : 2023.06.30
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초록

본 연구에서는 순환잔골재 사용량 증대를 목적으로 순환잔골재만 혼입한 고강도 모르타르를 제조하고 이의 물성을 분석하여, 순환잔골재의 구조용 골재로서의 활용가능성을 파악하고자 하였다. 시멘트, 실리카퓸 및 고로슬래그 미분말을 함유한 물결합 재비 0.2 시멘트 모르타르에, 나노실리카를 추가로 혼입하고 이의 치환율을 변화시켜, 나노실리카 혼입량 변화가 순환잔골재 모르타르의 물성 변화에 미치는 영향을 분석하였다. 시험체 제작 시 결합재 내부에서의 나노실리카 분산도 향상을 위해, 초음파 처리한 수분산된 나노실리카 수용액을 활용하였고, 나노실리카의 혼입률은 1 %까지 변화시켜 모르타르 플로우, 공극률 및 압축강도의 변화를 평가하였다. 실험 결과에 따르면, 나노실리카의 혼입률이 증가할수록 모르타르 플로우는 감소하였으며, 나노실리카 혼입률 0.75 %까지는 혼입율을 높일수록 공극률은 감소하고 압축강도는 증가하였으나, 치환율 1 %에서는 공극률의 상승 및 압축강도의 저하가 관찰되어, 나노실리카 혼입률 0.75 %가 성능 최적화를 위해 가장 적절한 혼입 비율인 것을 확인할 수 있었다.

In order to maximize the utilization of recycled fine aggregate, high strength mortar made of 100 % recycled fine aggregate was prepared, and its physical properties were evaluated to determine the possibility of using recycled fine aggregate as structural aggregate. The effect caused by the amount of nanosilica on the physical properties of w/b 0.2 recycled fine aggregate mortar consisting of cement, silica fume, and blast furnace slag. To improve the dispersion of nanosilica inside mortar, an aqueously dispersed nanosilica solution by ultrasonic tip sonication was prepared, and incorporated into the mortar to evaluate changes in mortar flow, porosity and compressive strength depending on nanosilica content. According to the experimental results, mortar flow decreased as the replacement ratio of nano-silica increased. As the replacement ratio of nanosilica increased up to 0.75 %, the porosity decreased and the compressive strength increased, but, at a replacement ratio of 1 %, the porosity increased and the compressive strength decreased. It was confirmed that the nano-silica replacement ratio of 0.75 % was optimum proportion to maximize the mechanical performance of high-strength recycled fine aggregate mortar.

키워드

과제정보

본 연구는 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었음(과제번호 22NANO-C156177-03).

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