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Fundamental Properties of MgO Base Ceramic Mortar for Concrete Repair Material

MgO계 세라믹 모르타르를 활용한 콘크리트 보수재료의 기초물성평가

  • Park, Joon-Woo (Department of Civil and Environmental Engineering, Hanyang University) ;
  • Ann, Ki-Yong (Department of Civil and Environmental Engineering, Hanyang University)
  • 박준우 (한양대학교 건설환경공학과) ;
  • 안기용 (한양대학교 건설환경공학과)
  • Received : 2017.06.05
  • Accepted : 2017.06.14
  • Published : 2017.08.31

Abstract

The fundamental property of magnesia phosphate cement (MPC) for concrete repair material was investigated in this research. For mechanical properties, setting time, compressive strength and tensile/flexural bond strength were measured, and hydration products were detected by X-ray diffraction. The specimens were manufactured with dead burnt magnesia and potassium dihydrogen phosphate was admixed to activate the hydration of magnesia and a borax was used as a retarder. To observe the pore structure and ionic permeability of MPC mortar, mercury intrusion porosimetry was performed together with rapid chloride penetration test (RCPT). As a result, time to set of Fresh MPC mortar was in range of 16 to 21 min depend on the M/P ratio. Borax helped delaying setting time of MPC to 68 min. The compressive strength of MPC with M/P of 4 was sharply developed to 30 MPa within 12 hours. The compressive strength of MPC mortar was in range of 11.0 to 30.0 MPa depend on the M/P ratio at 12 hours of curing. Both tensile and flexural bond strength of MPC to old substrate (i.e. MPC; New substrate to OPC; Old substrate) were even higher than ordinary Portland cement mortar (i.e. [OPC; New substrate] to [OPC; Old substrate]) does, accounting 19 and 17 MPa, respectively. The total pore volume of MPC mortar was lower than that of OPC mortar. MPC mortar had the entrained air void rather than capillary pore. The RCPT showed that total charge passed of OPC mortar had more than that of MPC mortar, which can be explained by the pore volume and pore distribution.

본 연구는 콘크리트 보수재료로서의 MgO계 세라믹(Magnesia Phosphate Cement: MPC) 모르타르의 기초물성 평가를 위한 것이다. 이를 위해 응결시간, 압축강도, 부착강도를 측정하였으며 수화물의 측정을 위해 X-ray 회절분석을 실시하였다. 시편은 중질 마그네시아(dead burnt magnesia)를 바인더로 사용하였으며 활성제로 칼륨계 인산염을 사용하였고, 응결시간을 지연 시키기 위해 Borax를 지연제로 사용하였다. 또한, 이온침투저항성 평가를 위해 공극구조와 촉진염화물침투시험을 실시하였다. 그 결과 MPC 모르타르의 응결시간은 M/P 비에 따라 16~21분 사이로 빠르게 경화하였으며 지연제인 Borax는 MPC의 응결시간을 68분까지 늦추는 데 도움이 되었다. MPC 모르타르의 압축 강도는 12시간 재령에서 M/P 비에 따라 11.0~30.0 MPa 범위로 발현되었고 특히 M/P 비가 4인 MPC의 압축 강도는 12시간 이내에 30 MPa 정도의 강도를 발현하였다. MPC의 인장 부착강도와 휨 부착강도는 OPC 모르타르에 비해 각각 19 MPa와 17 MPa로 더 높게 측정되었으며 MPC 모르타르의 총 공극량은 OPC 모르타르에 비해 적게 측정되었고 촉진염화물침투시험에서도 MPC 모르타르를 통과한 총 전하가 OPC 모르타르보다 적었으며 이는 공극량과 공극분포로 설명 할 수 있다.

Keywords

Acknowledgement

Supported by : 국토교통부

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