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Experimental Study on Fundamental Quality Characteristics of Non-cement Repair Mortar Using High-volume Fly Ash Based on Potassium Magnesia Phosphate

마그네시아-인산칼륨 기반 하이볼륨 플라이애시 활용 무시멘트 보수 모르타르의 기초 품질 특성에 대한 실험적 연구

  • Doo-Won Lee (Department of Civil Engineering, Kumoh National Institute of Technology) ;
  • Il-Young Jang (Department of Civil Engineering, Kumoh National Institute of Technology)
  • 이두원 (금오공과대학교 토목공학과) ;
  • 장일영 (금오공과대학교 토목공학과)
  • Received : 2024.04.24
  • Accepted : 2024.05.20
  • Published : 2024.06.30

Abstract

This paper investigates the manufacturing and fundamental quality characteristics of potassium magnesia phosphate-based non-cement high-volume fly ash repair mortar. To derive the optimal mix for non-cement mortar, the manufacturing characteristics were evaluated based on the magnesia ratio, and the mortar manufacturing characteristics were assessed with the fly ash mixture. Additionally, the non-cement magnesia repair mortar was produced considering the effects of fly ash mixture and basalt fiber. The evaluation results determined the optimal mix of non-cement magnesia repair mortar, and the feasibility was examined through workability and fundamental quality assessments. The optimal magnesia ratio was found to be P:M 1:0.5, with W/B at 30 %. It was also confirmed that mixing FA and basalt fiber improves fiber dispersion and workability. Even with over 50 % FA mixture, the target strength was achieved within six hours, with a flow increase of up to 18 % and a flexural strength decrease of about 1-2 MPa.

본 논문에서는 마그네시아-인산칼륨 기반의 무시멘트 하이볼륨 플라이애시 보수 모르타르를 제조하고 그 기초 품질 특성을 평가하였다. 최적의 무시멘트 모르타르 배합을 도출하기 위하여, 마그네시아 비율을 기준으로 제조 특성을 평가하였고, 플라이애시 혼합에 따른 모르타르 제조 특성을 평가하였다. 또한 마그네시아 무시멘트 보수 모르타르는 플라이애시 혼합의 효과 및 바잘트 섬유를 고려하여 제조하였다. 평가결과를 통하여, 마그네시아 무시멘트 보수 모르타르의 최적 배합을 결정하였으며, 작업성 및 기초 품질 특성 평가를 통하여 실현 가능성을 검토하였다. 본 논문에서는 마그네시아의 최적 비율은 P:M 1:0.5, W/B 30 %로 나타났으며, FA와 바잘트 섬유 혼합 시 섬유 분산성과 워커빌리티가 향상됨을 확인하였다. 또한 FA를 50 % 이상 혼합해도 6시간 이내 목표 강도를 만족하는 것으로 나타났으며, 플로우가 최대 18 % 증가하고, 휨강도는 1~2 MPa 수준 감소하였다.

Keywords

Acknowledgement

본 연구는 2024년 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었습니다(RS-2023-00250434).

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