• Title/Summary/Keyword: 폴리머-시멘트비

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A Study on te Water Diffusion of Polymer-Modified Mortars in Drying Process (건조과정에 있어서 폴리머 시멘트 모르터의 수분확산에 관한 연구)

  • 조영국;소양섭
    • Magazine of the Korea Concrete Institute
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    • v.8 no.5
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    • pp.135-143
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    • 1996
  • Diffusion of water in hardened cement concrete and mortar influences on the dry shrinkage. creep. modulus of' elasticity, etc. In general, water loss through drying process in polymer-modified concrete and mortar is small compared with that of unmodified concrete and mortar due to the films formed by polymer as cement modifieder. The purpose of this study is to investigate the diffusion process of water in the polymer-modified mortars. The polymer-modified mortars using three polymer dispersions and epoxy resin are prepared with various polymer-cement ratios, and water diffusion coefficient of polymer-modified mortars according to inside water content is calculated. From the test results, the water diffusion coefficient of polymer modified mortars i s smaller than that of unmodified mortars and decreases with increasing polymer cement ratio.

Strength Properties of Ultrarapid-Hardening Acrylic-Modified Concrete (아크릴 개질 초속경 폴리머 시멘트 콘크리트의 강도 특성)

  • Joo, Myung-Ki;Noh, Byung-Chul;Kim, Young-Sang;Choi, Kyu-Hyung
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.945-948
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    • 2008
  • The effects of polymer-cement ratio on strength properties of ultrarapid-hardening acrylic-modified concretes. As a result, the flexural and tensile strengths of ultrarapid-hardening acrylic-modified concretes increase with increasing of polymer-cement ratio. In particular, the acrylic-modified concretes with a polymer-cement ratio of 20% provide approximately 1.5 times higher flexural and tensile strengths than unmodified concretes. Such high strength development is attributed to the high flexrul and tensile strengths of arcylic polymer and the improved bond between cement hydrates and aggregates because of the addition of acrylic polymer. However, the compressive strengths of ultrarapid-hardening acrylic-modified concretes decrease with increasing of polymer-cement ratio.

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Drying Shrinkage and Strength Properties of High-Fluidity Polymer-Modified Mortar (고유동 폴리머시멘트모르타르의 건조수축 및 강도 특성)

  • Joo Myung-Ki;Lee Youn-Su;Jung In-Su
    • Journal of the Korea Concrete Institute
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    • v.16 no.5 s.83
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    • pp.651-657
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    • 2004
  • The effects of polymer-cement ratio, antifoamer content and shrinkage-reducing agent content on the air content, setting time, drying shrinkage and strength of high-fluidity polymer-modified mortars using redispersible polymer powder are examined. As a result, the air content of the polymer-modified mortars using redispersible polymer powder tends to decrease nth increasing polymer-cement ratio and antifoamer content. Regardless of the antifoamer content, the setting time of the polymer-modified mortars using redispersible polymer powder tends to delayed with increasing polymer-cement ratio. Irrespective of the antifoamer content, the drying shrinkage of the polymer-modified mortars using redispersible polymer powder tend to decrease with increasing polymer-cement ratio and shrinkage-reducing agent content. Regardless of the antifoamer content, the flexural and tensile strengths of the polymer-modified mortars using redispersible polymer powder tends to increase with increasing polymer-cement ratio, and tend to decrease with increasing shrinkage-reducing agent content. However, the compressive strength of the polymer-modified mortars using redispersible polymer powder decreases with increasing polymer-cement ratio and shrinkage-reducing agent content.

Drying Shrinkage and Strength Properties of Ultrarapid-Hardening Polymer-Modified Mortar Using Redispersible Polymer Powder (재유화형 분말수지를 혼입한 초속경 폴리머시멘트 모르타르의 건조수축 및 강도특성)

  • Lee, Youn-Su;Joo, Myung-Ki
    • Journal of the Korea Concrete Institute
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    • v.15 no.3
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    • pp.409-416
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    • 2003
  • The effects of polymer-cement ratio, antifoamer content and shrinkage-reducing agent content on the air content, setting time, drying shrinkage and strength of polymer-modified mortars using redispersible polymer powder are examined. As a result, the air content of the polymer-modified mortars using redispersible polymer powder tend to decrease with increasing polymer-cement ratio and antifoamer content. Regardless of the antifoamer content, the setting time of the polymer-modified mortars using redispersible polymer powder tend to delayed with increasing polymer-cement ratio. Irrespective of the antifoamer content, the drying shrinkage of the polymer-modified mortars using redispersible polymer powder tend to decrease with increasing polymer-cement ratio and shrinkage-reducing agent content. Regardless of the antifoamer content, the flexural and tensile strengths of the ultrarapid-hardening polymer-modified mortars using redispersible polymer powder tend to increase with increasing polymer-cement ratio, and tend to decrease with increasing shrinkage-reducing agent content. However, the compressive strength of the ultrarapid-hardening polymer-modified mortars using redispersible polymer powder decrease with increasing polymer-cement ratio and shrinkage-reducing agent content.

Durability of High-fluidity Polymer-Modified Mortar Using Redispersible Polymer Powder (재유화형 분말수지 혼입 고유동 폴리머 시멘트 모르타르의 내구성)

  • Joo Myung-Ki;Lee Youn-Su;Youn Do-Yong;Jung In-Su
    • Journal of the Korea Concrete Institute
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    • v.17 no.5 s.89
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    • pp.703-708
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    • 2005
  • The effects of polymer-cement ratio and antifoamer content on the setting time and durability of high-fluidity polymer-modified mortars using redispersible polymer powder are examined. As the result, the setting time of the polymer-modified mortars using redispersible polymer powder tends to be delayed with increasing polymer-cement ratio, regardless of the antifoamer content. The water absorption, chloride ion penetration depth and carbonation depth of the high-fluidity polymer-modified mortars using redispersible polymer powder decrease with increasing polymer-cement ratio and antifoamer content. The resistance of freezing and thawing and chemicals improvement is attributed to the improved bond between cement hydrates and aggregates because of the incorporation of redispersible polymer powder

폴리머시멘트고화체에서의 폴라머첨가가 압축강도에 미치는 영향

  • Gwak, Gyeong-Gil;Kim, Tae-Guk;Ji, Yeong-Yong;Kim, Dong-Ho
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2010.05a
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    • pp.115-116
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    • 2010
  • 방사성농축폐액처리를 위한 Polymer-Modified-portlandcement 고화체는 Polymer 및 시멘트, 물을 혼합매질로 제조되며 농축폐액처리를 위해 Emulsion Polymer를 사용하였으며 PMC 고화체의 물성을 평가하기위한 고화체의 제조에서 이들 매질의 최적혼합비를 찾기 위해 Polymer 및 물, 시멘트의 혼합비를 1/1/2,1/2/4,1/3/9 등 혼합비에 따른 시편 및 Polymer 첨가량의 증가에 따라 함유비를 달리하는 시편을 제조하여 경화시간별 압축강도를 측정하였으며 매질의 최적혼합비 및 폴리머의 투입비를 구하고자하였다. 특성평가시험을 위한 시편으로는 직경 50, 높이 100mm(L/D=2) 인시편을 제조하여 압축강도를 측정하였으며 폴리머와 시멘트의 결합상태를 확인하기위해 SEM사진을 통한 미세구조를 관찰하였으며 시험결과 P/W/C의비가 1/3/9인 혼합비시편의 압축강도가 $343.36Kg_f/cm^2$로 가장 높았으며 폴리머의 함유량을 달리한 시험에서는 7%폴리머 함유시편은 $397.24Kg_f/cm^2$, 20% 폴리머함유시편은 $175.36Kg_f/cm^2$으로 폴리머의 함유량이 7~15% 이내의 폴리머함유고화체가 적합한 것으로 판단되었으며 폴리머의 투입양이 증가할수록 압축강도가 감소하였으며 경화시간도 최소4주이상 되어야하는 것으로 판단되었다.

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A Study on the Development of Polymer-Modified Mortars Using Styrene-Butyl Acrylate Latexes (St/BA의 모노머 비에 따른 폴리머 시멘트 모르타르 개발에 관한 연구)

  • Hyung, Won-Gil;Mun, Kyung-Ju;Song, Hun
    • Journal of the Korea Concrete Institute
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    • v.18 no.6 s.96
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    • pp.785-791
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    • 2006
  • The purpose of this study is to clarify the effect of the monomer ratio on properties of the polymer-modified mortars based on styrene and butyl acrylate latexes, and to obtain basic data necessary to develop appropriate latexes for cement modifiers. This paper deals with the effects of monomer ratio on the typical properties of the polymer-modified mortars with styrene and butyl acrylate latexes. The polymer-modified mortars using the styrene and butyl acrylate latexes polymerized with various monomer ratios are prepared with different polymer-cement ratios, and tested for the particle size of polymer latexes, air contents, water-cement ratios, flexural and compressive strengths, water absorption, and chloride-ion penetration. From the test results, the polymer-modified mortars using styrene and butyl acrylate latexes with the mix proportions of synthesis having monomer ratios of 50:50 to 60:40 for the appropriate mix proportions can be recommended for practical applications. Their basic properties are greatly affected by the polymer-cement ratio rather than the monomer ratio, and are improved over un-modified mortar.

Development of Polymer-Concrete Composite(I) - Physical Properties of Polymer-Cement Concrete Composites - (폴리머-콘크리트 복합재료 개발(I) - 폴리머-시멘트 콘크리트의 물성 -)

  • Hwang, Eui-Hwan;Kil, Deog-Soo;Oh, In-Seok
    • Applied Chemistry for Engineering
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    • v.8 no.6
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    • pp.979-984
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    • 1997
  • Test specimens of polymer-cement concrete composites were prepared using styrene-butadiene rubber(SBR) latex, ethylenevinyl acetate(EVA) and polyacrylic ester(PAE) emulsions as polymer dispersions in cement modified system at constant slump($10{\pm}0.5cm$), then compressive and flexural strengths water absorption, pore size distribution, and microstructures were investigated. Compressive and flexural strengths of these composites were remarkably improved with an increase of polymer-cement ratio. These composites had a desirable pore size distribution against frost damage due to a small capillary pore volume. Continuous polymer film was able to form in higher than 15% of polymer cement ratio.

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Properties of Polymer Cement Mortar Based on Styrene-Butyl Acrylate according to Emulsifier and Monomer Ratios (유화제 및 단량체비에 따른 스티렌-부틸 아크릴레이트계 폴리머 시멘트 모르타르의 특성)

  • Jo, Youngkug;Hyung, Wongil
    • Polymer(Korea)
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    • v.37 no.2
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    • pp.148-155
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    • 2013
  • The purpose of this study is to clarify the effect of the emulsifier ratio on the properties of the polymer cement mortars based on styrene-butyl acrylate (S/BA) latexes, and to obtain necessary basic data to develop appropriate latexes for cement modifiers. The polymer dispersions for cement modifiers was synthesized using styrene and butyl acrylate. Polymer cement mortars based on S/BA latexes were prepared with various monomer and emulsifier ratios, and their water-cement ratio, air content, flexural and compressive strengths, water absorption and chloride ion penetration were tested. From the test results, the maximum flexural and compressive strengths of polymer cement mortars based on S/BA latexes were obtained at a bound styrene content of 60% and an emulsifier ratio of 6%. Also, the water absorption and chloride ion penetration depth are greatly affected by the polymer-cement ratio rather than the bound styrene and emulsifier content. Accordingly, it is judged that S/BA latexes can be used place of the conventional polymer dispersions of cement modifier.

Strength and Durability of Polymer Modified Mortar according to Monomer Ratio of Methyl Methacrylate and Butyl Acrylate (MMA/BA의 단량체 비에 따른 폴리머 시멘트 모르타르의 강도 및 내구성)

  • Mun, Kyung-Ju;Hyung, Won-Gil
    • Polymer(Korea)
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    • v.32 no.6
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    • pp.603-609
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    • 2008
  • The purpose of this study is to clarify the effect of the monomer ratio on properties of the polymer-modified mortars using methyl methacrylate-butyl acrylate (MMA/BA) latexes, and to obtain basic data necessary to develop appropriate latexes for cement modifiers. From the test results, the total pore volume of polymer-modified mortars using MMA/BA latexes is linearly reduced with an increase in the bound MMA content and increased in the polymer-cement ratio. In general, the superior flexural and compressive strength of polymer-modified mortars using MMA/BA latexes is obtained at a bound MMA content of 70 or 80 percent and a polymer-cement ratio of 15%. And, the water absorption and chloride ion penetration depth are greatly affected by the polymer-cement ratio rather than the bound MMA content.