• 제목/요약/키워드: anhydrite

검색결과 76건 처리시간 0.027초

불산 무수석고와 플라이 애쉬를 첨가한 시멘트 페이스트의 유동성 및 응결특성 (Fluidity and Setting Properties of Cement Paste by Adding of Fluoro Anhydrite and Fly Ash)

  • 노재성;김도수;홍성수;임계규;임헌성
    • 한국세라믹학회지
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    • 제34권12호
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    • pp.1261-1267
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    • 1997
  • Four kids of powder admixtures(A, B, C, D) based on anhydrite were manufactured by mixing at a fixed rate of II-anhydrite, fly ash and active silica as an industrial by-product. Fluidity properties of cement paste such as mini-slump, apparent viscosity with elapsed time, as well as setting time of cement pastes of these admixtures substituted up to 11wt% of cement were compared to those of cement paste(SS) substisuted by marketed high-strength powder admixture(S). Among these powder admixtures, the fluidity of cement pastes(PA, PC) substituted by A and C powder admixtures manufactured from II-anhydrite and fly ash had an excellent property than that of cement paste substituted by marketed powder admixture and also a good fluidity-retention effect with elapsed time by adding of superplasticizer. The setting time of cement paste substituted by powder admixtures based on anhydrite slightly retarded than that of cement paste substituted by marketed powder admixture.

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하소 온도가 다른 페인산석고를 혼입한 시멘트 모르타르의 압축강도 특성 (Compressive Strength of Cement mortar Admixed with Waste Phosphogypsum Calcination with various Temperature)

  • 안양진;윤성진;문경주;소양섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.228-231
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    • 2004
  • The purpose of this study evaluates possibilities of waste phosphogypsum into concrete by steam curing admixture. The waste phosphogypsums were classified into 4 forms(Dihydrate, $\beta-Hemihydrate$, III-Anhydrite and II-Anhydrite) which were changed to in low temperature of calcination. Also, various admixtures were made of waste phosphogypsum(PG) and pozollanic fine powderers (Fly-ash, Blast Furnace Slag), and the basic properties of the cement mortars incorporating with these admixtures were examined and analyzed under a verity of experimental conditions. As a result, III-Anhydrite, these is similar to II-Anhydrite from compressive strength and are great in the effect of strength improvement. also, it was proved that specimens made on type III-Anhydrite of waste phosphogypsum and blast furnace slag increased on the compressive strength of cement mortar. Therefore, III-Anhydrite phosphogypsum calcined at lower temperature could be used as steam curing admixture for concrete 2th production.

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불산부생 II -형 무수석고와 포졸란 미분체가 혼입된 시멘트.몰탈 유동성 및 압축강도 특성 (Fluidity and Compressive Strength Properties of Cement-Mortar admixed with II-Anhydrite and Pozollanic Fine Powders)

  • 김도수;김재호;조민형;전진환;남재현;노재성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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    • pp.154-165
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    • 1996
  • As II-anhydrite reacts with C3A(aluminate), C4AF(ferrite) at initial hydration of cement and assists the hydrolysis of C3S(calcium silicate), the production rate of ettringite(3C3A.3CaSO4.32H2O) and C-S-H gel was acclerated. It was known that compressive strength of cement concrete improved due to the effect of II-anhydrite. For the checking these effects of II-anhydrite, the fluidity and compressive strength of cementmortar admixed with II-anhydrite and pozollanic fine powders were investigated. By means of SEM analysis, the surface structure of mortar with the condition of steam curing at curing days=28 was investigated. As a result of this experiment, it was examined that II-anhydrite had an increase on the fluidity of cementpaste and compressive strength of mortar.

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알루미나 시멘트와 무수석고를 이용한 그라우트의 재료적 특성 (Material Properties of Grout Using Alumina Cement and Anhydrite)

  • 홍기남;정진영;한상훈
    • 한국안전학회지
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    • 제26권5호
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    • pp.59-64
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    • 2011
  • This paper presents the research results performed to develope the shrinkage-free grout with high early strength. Alumina cement and anhydrite were utilized as the expensive tool to gain the shrinkage-free grout. The compressive strength, length change, and ettringite formation of the grout were investigated with compressive test, length change test, and X-ray diffraction. The more anhydrite was added into the grout, the larger the early expansion of the grout. In addition, the more anhydrite formated the more ettringite. From this study, It was conformed that the grout mixture with shrinkage-free property and high early strength is the mixture with the ratio of alumina cement and anhydrite of 40:60 by weight.

排煙脫黃石膏로부터 無水石膏 製造 및 適用 特性 (Manufacture and Application of anhydrous calcium sulfate from flue gas desulfurization gypsum)

  • 현종영;정수복;채영배;김병수
    • 자원리싸이클링
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    • 제14권2호
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    • pp.10-18
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    • 2005
  • 화력발전소의 배연탈황공정에서 발생된 탈황석고의 용도확대 및 천연 무수석고의 대체 가능성을 조사하기 위하여 탈황석고로부터 건식 열처리법에 의한 무수석고의 제조특성 및 탈황 무수석고에 대하여 시멘트 및 콘크리트 2차 제품으로의 적용 특성을 조사하였다. 탈황석고로부터 Ⅱ형 무수석고의 상전이는 700$^{\circ}C$ 부근에서 완전히 종료되었고, 이러한 Ⅱ형 무수석고의 상전이 과정에서 입자크기의 변화 등을 확인할 수 있었다. 천연 무수석고와 탈황 이수석고로부터 제조된 무수석고는 화학성분 조성, 입자크기, 열적특성 등의 물성이 유사하였다. 무수석고를 시멘트나 콘크리트 2차 제품에 적용시킬 때 부식문제를 발생시킬 수 있는 황산기(SO$_4^{2-}$)의 용출실험 결과, 700$^{\circ}C$에서 1시간 열처리로 제조된 탈황 무수석고는 천연 무수석고에 비하여 황산기의 용출량이 약 50 wt.% 감소됨을 확인할 수 있었고, 소석회(Ca(OH)$_2$) 3 wt.%의 첨가에 의해 황산기의 용출량이 천연 무수석고에 비하여 약 70 wt.% 감소시킬 수 있었다. 탈황 무수석고를 시멘트 및 콘크리트 2차 제품에 적용시킨 결과, 압축강도 등의 물성이 천연무수석고에 비하여 동등 또는 우수함을 확인할 수 있었다.

무수석고-고로슬래그계의 수화반응 (Hydration in the System of Anhydrite II-Blastfurnace Slag)

  • 송종택;고상열;노재성
    • 한국세라믹학회지
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    • 제34권8호
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    • pp.861-869
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    • 1997
  • In order to investigate the reaction in the system of anhydrite II-blast furnace slag, the paste hydration which made up with a liquid/solid ratio of 0.45 for 1, 3, 7, 14, 28days by the addition of accelerators to 10~30wt.% slag with natural gypsum calcined for 1hour at 500/$700^{\circ}C$ was studied by combined water determination, XRD, DTA, DSC and SEM. As a result of this experiment, it was found that hydration rate was faster in the system calcined at 50$0^{\circ}C$. Therefore the anhydrite was converted to calcium sulfate dihydrate in the hydration for 1day but the slag was not almost reacted. For the gypsum calcined at $700^{\circ}C$, the hydraton rate in the system of K2SO4 addition was faster than others in the earier period, but the activated effect of the system of Al2(SO4)3 addition was regarded as the highest over 3days. As the amount of slag was increased, they dydration rate was delayed and ettringite was observed in the case of K2SO4 system. However both Al2(SO4)3 and AlK(SO4)2 systems showed calcium sulfate dhydrate only as hydrated products.

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고유동화제와 시멘트 혼화용 무기미분체가 첨가된 시멘트 페이스트의 유동성 변화 (Fluidity Changes of Cement Paste added Superplasticizer and Inorganic Fine Powders for Cement Admixture)

  • 김도수;정흥호;박병배;노재성
    • 한국세라믹학회지
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    • 제37권8호
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    • pp.751-759
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    • 2000
  • Effects of the dosage change, from 0 to 2.0 wt% based on cement weight, of naphthalenic (NSF) and polycarboxylic(NT-2) superplasticizers, on the fluidity of cement paste substituted by 10 wt% II-anhydrite and fly ash respectively as well as II-anhydrite and fly ash itself were investigated. Dispersion properties between particles in suspension were investigated by zeta potential test. Initial fluidity and slump loss in the paste system were observed through mini-slump and apparent viscosity changes with elapsed time. Zeta potential on the particle surface was a tendency to increase according to increasing of NSF dosage. Especially, zeta potential of fly ash has the highest value among all particles equivalent to NSF dosage. In the fluidity of cement paste substituted by inorganic particles, the specimen with substitution of 10 wt% II-anhydrite and fly ash for cement was more effective than cement itself to improve initial fluidity and retain stable fluidity of cement paste. In addition, effect of NT-2 and NSF to improve the fluidity of cement paste, addition of 1.0 wt% NT-2 was more effective than 1.5wt% NSF.

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무수석고 함량이 고로슬래그 미분말을 대량 활용한 콘크리트 특성에 미치는 영향 (Effect of Anhydrite on the Mechanical and Durability Properties of High Volume Slag Concrete)

  • 문규돈;김주형;조영근;최영철
    • 한국건설순환자원학회논문집
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    • 제2권3호
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    • pp.239-246
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    • 2014
  • 온실가스 저감 및 자원활용 목적으로 고로슬래그 미분말을 다량으로 활용한 콘크리트에 대한 연구가 활발히 진행되고 있으나, 조기강도 및 내구성능 확보에 어려움이 있다. 따라서, 본 연구에서는 무수석고 함량(0%, 4%, 6%, 8%, 10%)에 따라 고로슬래그 미분말을 대량 활용한 콘크리트의 수화, 강도발현, 크리프, 탄산화, 건조수축 특성을 분석하였다. 무수석고를 바인더의 4~6% 수준으로 치환할 경우 고로슬래그 미분말 대량 활용 콘크리트의 가장 취약점인 초기강도 발현을 보완할 수 있으며, 내구성 측면에서도 보통 포틀랜드 시멘트를 사용한 콘크리트와 유사한 성능을 발현하는 것을 알 수 있었다. 반면, 무수석고를 8% 이상 활용할 경우 초기강도 증진 효과가 미흡한 결과를 나타냈다.

고로슬래그와 무수석고가 숏크리트의 강도에 미치는 영향 (Influence of Blast Furnace Slag and Anhydrite on Strength of Shotcrete)

  • 유성희;신경준;김윤용
    • 콘크리트학회논문집
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    • 제24권1호
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    • pp.87-95
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    • 2012
  • 이 연구는 일반 콘크리트 혼화재로 사용되는 고로슬래그 및 무수석고를 숏크리트에 적용하였을 때에 압축강도, 휨강도, 응결시간, 리바운드에 미치는 영향을 평가하였다. 1종 포틀랜드 시멘트(OPC)를 10% 치환할 때에 초결과 종결의 요건을 모두 만족한 반면, OPC를 20% 치환한 배합은 종결이 지연되어 숏크리트에 적합하지 않은 것으로 나타났다. 압축강도 시험 결과, OPC를 10% 치환한 배합은 영구지보재로서 목표강도를 1일과 28일 재령에서 모두 만족하였다. 특히 OPC를 고로슬래그와 무수석고로 각각 5%씩 치환한 배합의 압축강도가 가장 우수한 것으로 나타났다. 이 배합의 리바운드를 측정한 결과, OPC만을 결합재로 사용한 배합에 비하여 23% 감소되는 우수한 성능을 나타내었다.

무기미분체와 고유동화제가 첨가된 시멘트 페이스트의 유변학적 특성 (Rheological Properties of Cement Paste Added Inorganic Fine Powders and Superplasticizer)

  • 김재호;김도수;노재성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표회 논문집(I)
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    • pp.191-196
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    • 1998
  • Under concentrational paste and dilute suspension systems, we have been tested the effects in the dosage of two superplasticizers [naphtalenic(NSF) and polycarboxylic(NT-2)] which has been varied from 0 to 2.0 wt%, in both one case of cement Ⅱ-anhydrite and fly ash itself and the other case that cement has been substituted 10wt% to Ⅱ-anhydrite and fly ash. The result of tested zeta potential tells that zeta potential values increase in addition to increasing of the NSF dosage. And it's effect was high in case of fly ash. We has confirmed the 10wt% substitution of Ⅱ -anhydrite and fly ash would be more effective than the cement itself in initial fluidity and stable fluidity. And in case of NT-2 and NSF, addition of 1.0wt% NT-2 improved the fluidity of paste cement more than that for NSF.

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