Journal of the Korea institute for structural maintenance and inspection (한국구조물진단유지관리공학회 논문집)

Korea Institute for Structural Maintenance Inspection (한국구조물진단유지관리공학회)
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Influence of Blended Activators on the Physical Properties of Alkali-activated Slag Mortar

알칼리 활성화 슬래그 모르타르의 특성에 미치는 혼합 활성화제의 영향

  • Received : 2012.06.22
  • Accepted : 2012.08.13
  • Published : 2012.11.30
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Abstract

This paper reported on the effect of blended activator on the physical properties of alkali-activated slag mortar. Five different activators(caustic alkalis) were used: sodium hydroxide(NaOH, A Case), calsium hydroxide($Ca(OH)_2$, B Case), magnesium hydroxide($Mg(OH)_2$, C Case), aluminum hydroxide($Al(OH)_3$, D Case), and potassium hydroxide(KOH, E Case). We blended five caustic alkalis with sodium carbonate($Na_2CO_3$). The dosage of five caustic alkalis was 3M and sodium carbonate was 1M, 2M and 3M. The result of flow and setting time was decrease as the dosage of sodium carbonate increase. But the compressive strength was increase as the dosage of sodium carbonate increase. It was shown that there is a good effect of blended caustic alkalis with sodium carbonate in alkali-activated slag mortar.

본 연구는 알칼리 활성화 슬래그에서 혼합 활성화제에 관한 것이다. 본 연구에서는 수산화나트륨(NaOH, A Case), 수산화칼슘($Ca(OH)_2$, B Case), 수산화마그네슘($Mg(OH)_2$, C Case), 수산화알루미늄($Al(OH)_3$, D Case), 그리고 수산화칼륨(KOH, E Case)의 5가지 수산화계열 활성화제를 사용했다. 이 5가지 수산화계열 활성화제와 탄산나트륨($Na_2CO_3$)를 혼합하였다. 5가지 수산화계열 활성화제의 농도는 3M로 하고, 탄산나트륨은 1M, 2M, 3M로 하였다. 플로우와 응결 특성은 탄산나트륨의 혼합에 따라 감소하는 결과가 나타났다. 그러나 압축응력은 탄산나트륨의 혼합 농도에 따라 증가하는 결과를 나타내었다. 이것은 수산화계열 활성화제와 탄산나트륨의 혼합은 알칼리 활성화 슬래그 모르타르의 특성에 효과적인 것으로 판단된다.

Keywords

References

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