• Title/Summary/Keyword: Blast furnace slag Concrete of Quantity Substitution

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Effect of Micro Bubble on the High-Voiume Slag Concrete Mixed with Emulsified Refined Cooking Oil (마이크로버블이 유화처리 정제유지류(ERCO)혼입 고로슬래그 다량 치환 콘크리트의 특성에 미치는 영향)

  • Kim, Min-Yoyng;Park, Young-Jun;Baek, Doo-Hwan;Baek, Byung-Hoon;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2015.05a
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    • pp.44-45
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    • 2015
  • Although the carbonation problem of high-volume slag concrete has been solved by the mixed use of emulsified refine cooling oil as the pilot study, there was an instance of securing air quantity and frost resistance followed by the use of Expancel due to the problem of having vulnerability in frost resistance in result as the air quantity has not been secured. But due to the problem of Expancel not being economical, air quantity and frost resistance of high-volume slag concrete mixed with ERCO are attempted to be secured using micro bubble that can remain in the water for a long time as a relatively economical and very microscopic bubble.

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The Effect on Latent Hydraulic Property of the Blast-furnace Slag by Alkali Activator (알칼리 자극제가 고로슬래그의 잠재수경성에 미치는 영향)

  • Lee, Seung-Han;Park, Jeong-Seob;Jung, Yong-Wook
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.05a
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    • pp.929-934
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    • 2001
  • This study aimed to examine the cause of latent hydraulic property manifestation of ground granulated blast-furnace slag(GGBFS) using different alkali activators in pH, type and quantity. According to the experimental result, the higher pH value accelerated lastly latent hydraulic property and the early stage strength of GCBFS was ranked as activators with the higher pH, in an order of NaOH, $Ca(OH)_{2}$ and $Na_{2}$$Co_{3}$. Also, NaOH had accelerated latent hydraulic property of GGBFS, which had 40~50% of the 3 and 7 days compressive strength of base mortar in case of using 10% of powder-weight. In the case of 30% of GGBFS substitution with annexing 2.5% $Ca(OH)_{2}$, the compressive strength on the 3 and 7 days of the early-age, was increased to 5~10% than that of the same admixture with no activator. With annexing 5.0% $Ca(OH)_{2}$, the strength was increased to 10~20%. Although activator NaOH was effective on the manifestation of latent hydraulic property, it caused cement mortar compressive strength decrease by enlarging pore diameter.

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