• Title/Summary/Keyword: 오토클래이브 양생

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Durability of Polymers for Cement Modifier in Autoclave Cure (오토클래이브양생에 의한 시멘트 혼화용 폴리머의 내구성)

  • Joo, Myung-Ki;Lee, Youn-Su
    • Journal of the Korea Concrete Institute
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    • v.15 no.6
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    • pp.888-893
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    • 2003
  • The purpose of this study is to make clear the durability of the polymer films formed in the autoclaved polymer-modified mortars and concretes. The polymer films prepared with polymer dispersions such as a styrene-butadiene rubber (SBR) latex, a poly (ethylene-vinyl acetate)(EVA) emulsion and a polyacrylic ester (PAE) emulsion for polymeric admixtures are exposed to autoclaving at 18$0^{\circ}C$ in temperature and 1.01 MPa in vapor pressure, and subjected to tensile test and infrared spectroscopy. The durability of the polymer films is evaluated from the application of autoclaving to the polymer films under saturated Ca(OH)$_2$ solution immersion causes no degradation for SBR films and a significant degradation due to the saponification of the polymers for EVA and PAE films. Accordingly, in the application of autoclaving to polymer-modified mortars and concretes, it is suggested that SBR-modified mortars and concretes are hardly degraded but EVA- and PAE-modified mortars and concretes are markedly degraded by the saponification of the polymers.

Effect of Addition of Ground Granulated Blast-furnace Slag on Strength Properties of Autoclaved Polymer-Modified Concrete (오토클레이브 양생 폴리머 시멘트 콘크리트의 강도성상에 미치는 고로슬래그 미분말 혼입의 영향)

  • 주명기
    • Journal of the Korea Concrete Institute
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    • v.14 no.4
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    • pp.608-614
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    • 2002
  • The effects of slag content and polymer-binder ratio on the strength properties of autoclaved SBR-modified concretes using ground granulated blast-furnace slag(slag) and a styrene-butadiene rubber (SBR) latex are examined. As a result, the compressive and tensile strengths of the autoclaved SBR-modified concretes using slag increase with increasing slag content, and reach a maximum at a slag content 40%, and increase with increasing polymer-binder ratio. In particular, the autoclaved SBR-modified concretes with a slag content of 40% provide about three times higher tensile strength than unmodified concretes. Such high strength development is attributed to the high tensile strength of SBR polymer and the improved bond between cement hydrates and aggregates because of the addition of SBR latex.