• Title/Summary/Keyword: Active belite cement

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Properties of the Active Belite Cement with Slag (슬래그를 혼합한 고온형 벨라이트 시멘트의 특성)

  • 안태호;박동철;심광보;최상홀
    • Journal of the Korean Ceramic Society
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    • v.36 no.6
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    • pp.599-603
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    • 1999
  • In an effort to improve the mechanical properties of the belite cement active belite cement clinker was synthesized. Properties of the clinker were characterized by a XRD, FT-IE optical microscopy and SEM. The additive effects of slag on the hydration properties were investigated by the measurement of compressive strength heat evolution and SEM. The experimental results exhibited that the 3wt% borax was effective in stabilizing $\alpha$'-C2S and the addition of 5wt% anhydrite and 40wt% slag wee effective in the hydration.

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Hydration of Active-Belite Cement with Gypsum and Slag (석고와 슬래그를 첨가한 Active-Belite Cement의 수화특성)

  • 이성호;박동철;김남호;최상홀
    • Journal of the Korean Ceramic Society
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    • v.35 no.4
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    • pp.339-346
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    • 1998
  • Active belite cement clinkers were synthsized by using natural raw materials with borax and calcium phosphate ({{{{ {Ca }_{3 }( {PO}_{4}) }}2) In both case {{{{alpha ^、 {C }_{2 }S }} were formed but borax was more efficient. The cement syn-thesized with the addition of borax was hydrated with the addition of anhydrite(5 wt%) and slag(30wt%, 40wt% 50wt%) The addition of 50wt% slag with anhydrite was good for strength development in 7days and the compressive strength was developed to twice than no addition of slag at 28 days strength.

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Properties of Belite with Cooling Rate (냉각속도의 변화에 따른 벨라이트의 특성)

  • Kim, Jin-Ho;Park, Hyun
    • Journal of the Korean Ceramic Society
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    • v.38 no.1
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    • pp.68-73
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    • 2001
  • Active belite cement clinker 합성을 위하여 안정제로 borax (3 wt%)를 사용하였으며, 1300, 1350, 140$0^{\circ}C$에서 소성하고, 각각의 소성온도에서 아세톤 급냉, 공냉, 로냉의 3가지 방법으로 냉각속도를 달리하여 합성하였다. 클링커의 특성분석은 TG-DTA, XRD, FT-IR, SEM-EDS로 조사 분석하였으며, free-CaO 함량은 KSL 5120의 ethylene glycol법으로 정량하였다. Borax(3 wt%)를 첨가한 시료의 시차열분석에서 ${\gamma}$상으로의 전이는 관찰되지 않았으며, 각각의 소성온도와 냉각속도에 따른 free-CaO 분석에서 0.07~0.14%의 범위로 낮게 나타났으며, borax가 첨가되지 않은 시료는 140$0^{\circ}C$에서 소성하고 급냉시켰지만 ${\gamma}$상으로 전이되어 dusting 현상을 나타내었다. Borax(3 wt%) 첨가된 시료의 SEM 미세구조는 140$0^{\circ}C$에서 소성하고 급냉시켰지만 ${\gamma}$상으로 전이되어 dusting 현상을 나타내었다. Borax(3 wt%) 첨가된 시료의 SEM 미세구조는 140$0^{\circ}C$에서 소성된 모든 시료와 135$0^{\circ}C$에서 소성하고 급냉과 공냉시킨 시료는 type I belite, type III belite($\alpha$상) 구조를 나타낸다. 135$0^{\circ}C$에서 소성하고 로냉한 시료와 130$0^{\circ}C$에서 소성된 모든 시료는 type II belite($\beta$상) 구조를 나타내었다.

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Early Hydrationl of Modified Belite Cement Prepared by Adding Borax

  • Chae, Woo-Hyeong;Park, Dong-Cheol;Sang Heul choi
    • The Korean Journal of Ceramics
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    • v.2 no.3
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    • pp.147-151
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    • 1996
  • By adding borax into the raw mix, Modified Belite Cement clinker and cements were prepared. Clinkerization and hydration reactions were investigated in order to better understand. Borax-bearing MBC clinker sintered at 1300℃ for 1 hour showed excellent burnability. Borax stabilized α'and β-C2S at room temperature. In the hydration of the cement prepared with the borax-bearing clinker, ettringite, monosulphate, C-S-H hydrates and CH were formed. The hydration of calcium sulphoaluminate was less reactive than the cement prepared with the controlled clinker at early hydration time. But, as hydration time elapsed, this cement showed more active hydraulicity and higher compressive strength development.

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Hydration of Active-Belite Cement with Gypsum and Slag (석고와 슬래그를 첨가한 Active-Belite Cement의 수화특성)

  • 이성호;박동철;김남호;최상흘
    • Journal of the Korean Ceramic Society
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    • v.35 no.4
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    • pp.330-330
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    • 1998
  • Active belite cement clinkers were synthsized by using natural raw materials with borax and calcium phosphate ({{{{ {Ca }_{3 }( {PO}_{4}) }}2) In both case {{{{alpha ^、 {C }_{2 }S }} were formed but borax was more efficient. The cement syn-thesized with the addition of borax was hydrated with the addition of anhydrite(5 wt%) and slag(30wt%, 40wt% 50wt%) The addition of 50wt% slag with anhydrite was good for strength development in 7days and the compressive strength was developed to twice than no addition of slag at 28 days strength.

Mineralogical Analysis of Calcium Silicate Cement according to the Mixing Rate of Waste Concrete Powder (폐콘크리트 미분말 치환율에 따른 이산화탄소 반응경화 시멘트의 광물상 분석)

  • Lee, Hyang-Sun;Song, Hun
    • Journal of the Korea Institute of Building Construction
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    • v.24 no.2
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    • pp.181-191
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    • 2024
  • In the realm of cement manufacturing, concerted efforts are underway to mitigate the emission of greenhouse gases. A significant portion, approximately 60%, of these emissions during the cement clinker sintering process is attributed to the decarbonation of limestone, which serves as a fundamental ingredient in cement production. Prompted by these environmental concerns, there is an active pursuit of alternative technologies and admixtures for cement that can substitute for limestone. Concurrently, initiatives are being explored to harness technology within the cement industry for the capture of carbon dioxide from industrial emissions, facilitating its conversion into carbonate minerals via chemical processes. Parallel to these technological advances, economic growth has precipitated a surge in construction activities, culminating in a steady escalation of construction waste, notably waste concrete. This study is anchored in the innovative production of calcium silicate cement clinkers, utilizing finely powdered waste concrete, followed by a thorough analysis of their mineral phases. Through X-ray diffraction(XRD) analysis, it was observed that increasing the substitution level of waste concrete powder and the molar ratio of SiO2 to (CaO+SiO2) leads to a decrease in Belite and γ-Belite, whereas minerals associated with carbonation, such as wollastonite and rankinite, exhibited an upsurge. Furthermore, the formation of gehlenite in cement clinkers, especially at higher substitution levels of waste concrete powder and the aforementioned molar ratio, is attributed to a synthetic reaction with Al2O3 present in the waste concrete powder. Analysis of free-CaO content revealed a decrement with increasing substitution rate of waste concrete powder and the molar ratio of SiO2/(CaO+SiO2). The outcomes of this study substantiate the viability of fabricating calcium silicate cement clinkers employing waste concrete powder.