• Title/Summary/Keyword: shringkage reducing agent

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Drying Shrinkage Reduction of Redispersible Polymer Powder-Modified Mortars Using Powdered Shrinkage-Reducing Agent (분말수축저감제를 이용한 제유화형 분말수지 혼입 폴리머 시멘트 모르터의 건조수축 저감효과)

  • ;Ohama, Yoshihiko
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04a
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    • pp.231-236
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    • 1998
  • In general, the drying shrinkage of polymer-modified mortars using redispersible polymer powders is much higher than that of unmodified mortar. The purpose of this study is to reduce the drying shringkage of polymer-modified mortars using a redispersible poly(ethylene-vinyl acetate) (EVA) powder, which is widely used for the manufacture of prepackaged-type polymer-modified mortar products at present. Polymer-modified mortars using the redispersible EVA powder with powdered shrinkage-reducing agent were prepared with various polymer-cement ratios and shrinkage-reducing agent contents, and tested for drying shrinkage and strength. From the test results, the drying shrinkage of the redispersible EVA powder-modified mortars with a powdered shrinkage agent is remarkably reduced with increasing shrinkage-reducing agent content, and becomes approximately a half of that of the redispersible EVA powder-modified mortars with the same polymer-cement ratios and without the shrinkage-reducing agent at a shrinkage-reducing agent content of 6%.

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Study on Drying Shrinkage Properties of HPC Infilled Concrete Mixing Shrinkage Reducing Agent and Expansive Agent (수축저감제 및 팽창재를 혼입한 HPC 충전용 콘크리트의 건조수축 특성 검토)

  • Park, Ji-Woong;Ji, Woo-Ram;Shin, Ki-Don;Gao, Shan;Lee, Gun-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.9-10
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    • 2017
  • In case of the concrete is poured into the HPC(Hollow Precast Concrete) column, the shrinkage condition of the HPC surface and the infilled concrete may be different, causing an interfacial space and deteriorating the integration performance. In this study, manufacturing HPC column mold and and the drying shrinkage properties with the charging concrete were examined. As a result, case of the shrinkage reducing agent showed the best drying shrinkage reduction effect. In the case of the expansive agent, the length change was lower than that of plain, but the difference from the shrinkage reducing agent was large, so it is considered that mixing condition of expansion mixing condition should be improved.

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