• Title/Summary/Keyword: epoxy-modified mortar(EPMM)

Search Result 2, Processing Time 0.018 seconds

Drying Shrinkage and Pore Structure of Self-Healing Epoxy-Modified Mortars Using Expansive Admixtures (팽창성 혼화재를 병용한 에폭시수지 혼입 자기치유 모르타르의 건조수축 및 세공구조)

  • Ham, Seong-Min;Kim, Wan-Ki
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2015.05a
    • /
    • pp.166-167
    • /
    • 2015
  • The purpose of this study is to examine the effect on drying shrinkage of self-healing epoxy-modified mortars(EPMMs) using expansive admixtures. The EPMMs are prepared with polymer-binder ratios of 0 and 10%, and tested for drying shrinkage and pore structure analysis. As a result, regardless of the expansion and swelling agent content, the drying shrinkage of the EPMMs is remarkably decreased than that of unmodified mortars. Also, the pore size distribution of the EPMMs is moved to smaller size in comparison with unmodified mortars. In this study, the EPMM with expansive agent 7.5% and swelling agent 2.5% is recommended as a optimal mix proportion for reduction of drying shrinkage.

  • PDF

Self-Healing Investigation of Bisphenol F-Type Epoxy-Modified Mortars with Expansive Admixtures Under Outdoor Exposure Conditions (환경조건에 따른 팽창성 혼화재 및 비스페놀 F형 에폭시수지 병용 모르타르의 자기치유 검토)

  • Park, Seung-Min;Kim, Wan-Ki
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2017.05a
    • /
    • pp.22-23
    • /
    • 2017
  • The purpose of this study is to ascertain self-healing function on microcracks in bisphenol F-type epoxy-modified mortars using expansive admixtures. The specimens are prepared with various polymer-binder ratios of 0, 5, 10, 20%, expansive admixture contents of 0% and 10%, a sodium carbonate content of 0.25%, and subjected to exposure conditions of CR1, CR2, CR3 and CR4. The specimens are tested for self-healing effect, porosity and FE-SEM analysis. As a result, self-healing effects of bisphenol F-type EPMMs with expansive admixtures are visible in all of the outdoor exposure conditions. In particular, exposure conditions of CR3 and CR4 are most noticeable. And the porosity of EPMMs is reduced with an increase in the polymer-binder ratio, and is considerably smaller than that of unmodified mortar.

  • PDF