• Title/Summary/Keyword: 광물혼화재

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Rheology properties of mortar using mineral admixture (광물질 혼화재를 혼합한 모르타르의 유변학적 특성)

  • Kim, Yong-Jic;Kim, Young-Jin;Choi, Yun-Wang
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.341-342
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    • 2010
  • This paper presents rheology of mortar using mineral admixture(Ground granulated blast furnace slag and Fly ash). The measurement of the rheology of mortar, including viscosity and yield stress, as well as its compressive strength were also carried our.

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A Study on the Rheology Properties of Cement Paste with Variation of Quantity and! Type of Mineral Admixture (광물혼화재의 종류별 함량에 따른 시멘트 페이스트의 유동 특성에 관한 연구)

  • 박춘근;노명현;김학연;이종필;박대효
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.107-113
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    • 2003
  • The rheology properties of cement paste with variation of quantity and type of mineral admixture were investigated. The rheology of the paste was assessed by using a HAAKE Rotovisco(RT 20) rheometer having cylindrical serrate spindle. The results were as follows: The viscosity and the yield stress of cement paste were decreased by the only replacement of 10% BFS(blast furnace slag) or the only replacement of 30% FA(fly ash), whereas SF(silica fume) increased them as the replacement quantity was increased. Increasing the dosage of HRWR(high-range water reducer), the rheology properties were improved significantly in cement paste with the replacement of SF. In addition, rheology properties of two ingredient blended pastes, such as BFS(20%)-SF(5%), FA(20%)-SF(5%), were improved more than those of three ingredient blended paste, BFS(20%)-FA(20%)-SF(5%).

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The Inhibition Effect of Alkali-Silica Reaction in Concrete by Pozzolanic Effect of Metakaolin (메타카오린의 포조란 효과에 의한 콘크리트 내 알칼리-실리카 반응 억제 효과)

  • Lee Hyomin;Jun Ssang-Sun;Hwang Jin-Yeon;Jin Chi-Sub;Yoon Jihae;Ok Soo Seok
    • Journal of the Mineralogical Society of Korea
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    • v.17 no.3
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    • pp.277-288
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    • 2004
  • Alkali-silica reaction (ASR) is a chemical reaction between alkalies in cement and chemically unstable aggregates and causes expansion and cracking of concrete. In the Present study, we studied the effects of metakaolin, which is a newly introduced mineral admixture showing excellent pozzolainc reaction property, on the inhibition of ASR. We prepared mortar-bars of various replacement ratios of metakaolin and conducted alkali-silica reactivity test (ASTM C 1260), compressive strength test and flow test. We also carefully analyzed the mineralogical changes in hydrate cement paste by XRD qualitative analysis. The admixing of metakaolin caused quick pozzolanic reaction and hydration reaction that resulted in a rapid decrease in portlandite content of hydrated cement paste. The expansion by ASR was reduced effectively as metakaolin replaced cement greater than 15%. This resulted in that the amounts of available portlandite decreased to less than 10% in cement paste. It is considered that the inhibition of ASR expansion by admixing of metakaolin was resulted by the combined processes that the formation of deleterious alkali-calcium-silicate gel was inhibited and the penetration of alkali solution into concrete was retarded due to the formation of denser, more homogeneous cement paste caused by pozzolanic effect. Higher early strength (7 days) than normal concrete was developed when the replacement ratios of metakaolin were greater than 15%. And also, late strength (28 days) was far higher than normal concrete for the all the replacement ratios of metakaolin. The development patterns of mechanical strength for metakaolin admixed concretes reflect the rapid pozzolanic reaction and hydration properties of metakaolin.

Characterization of Rheology on the Multi-Ingredients Paste Systems Mixed with Mineral Admixtures (광물혼화재가 혼합된 다성분 페이스트 시스템의 레올로지 특성 평가)

  • Park Tae-Hyo;Noh Myung-Hyun;Park Choon-Keun
    • Journal of the Korea Concrete Institute
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    • v.16 no.2 s.80
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    • pp.241-248
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    • 2004
  • The rheological properties of cement paste system mixed with mineral admixtures (MAs) used to increase the strength and improve durability and fluidity of concrete were investigated. And cement paste systems were designed as one-, two- and three-ingredients blended paste systems. The rheological properties of paste systems were assessed by Rotovisco RT 20 rheometer (Hakke inc.) having a cylindrical serrated spindle. The rheological properties of one-ingredient paste systems were improved with increasing the dosage of superplasticizer. For two-ingredients paste systems, as increasing the replacement ratio of blast furnace slag (BFS) and fly ash (FA), the yield stress and plastic viscosity were decreased compared with non-replacement. In the ordinary portland cement (OPC)-silica fume (SF) paste systems, in accordance with an increase in the replacement ratio of SF, the yield stress and plastic viscosity were increased steeply. For three-ingredients paste systems, both OPC-BFS-SF and OPC-FA-SF paste systems, the rheological properties were improved compared with the only replacement of SF. In the case of both two-and three-ingredients paste systems, the rheological properties using BFS were improved more than FA.

Durability Characteristics of Ternary Cement Matrix Using Ferronickel Slag According to the Alkali-Activators (알칼리 활성화제 종류별 페로니켈슬래그를 사용한 3성분계 시멘트 경화체의 내구특성)

  • Cho, Won-Jung;Park, Eon-Sang;Jung, Ho-Seop;Ann, Ki-Yong
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.2
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    • pp.190-197
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    • 2020
  • This paper evaluates the mechanical properties and durability of cement matrix blended with mineral admixtures and ferronickel slag(FNS) powder which is an industrial b y-product during ferronickel smelting process. The hydration heat, pore structure, compressive strength, length change, rapid chloride penetration test(RCPT), and freezing and thawing resistance of ternary blended cement matrix were investigated and compared with ordinary portland cement matrix. The result showed that the compressive strength of ternary blended cement matrix using ferronickel slag powder and mineral mixture was low in strength compared to the reference concrete, but recovered to a certain extent by using alkali activator. Length change of cement mortar using FNS powder have shown less shrinkage occurs than the reference specimen. In addition, irrespective of using the alkali-activators, all ternary mix are indicative of the 'very low' range for chloride ion penetrability according to the ASTM C 1202, and the freeze-thaw resistance also showed excellent results.