• Title/Summary/Keyword: 물씻기 공법

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Surface Properties of Exposed-Aggregate Concrete Depending on Retarder and Water Jet Washing Timing (지연제 살포량과 물씻기 시간이 골재노출 콘크리트의 표면성상에 미치는 영향)

  • Park, Jun Hui;Han, Cheon-Goo
    • Journal of the Korea Institute of Building Construction
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    • v.15 no.2
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    • pp.169-175
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    • 2015
  • Recently, a stone is preferred as a cladding materials because of its outstanding durability and luxurious character. However, because of running out of natural resources and restriction of production, it is expected that difficulty of stable supply, and thus alternative cladding materials for concrete wall is needed. Therefore, in this research, as an alternative cladding materials, exposed-aggregate concrete is studied using saccharin based retarder. For evaluating factors, changing water-to-cement ratio, dosages of saccharin-based retarder, and timing of water jet washing were tested on the surface properties of exposed-aggregate concrete. As a result, the most favorable surface performance was obtained at 0.75 day after the placing in 25% of water-to-cement ratio, and at one day after the placing in 35 and 55% of water-to-cement ratio, 1.5 day after the placing in 65% of water-to-cement ratio with $24m{\ell}/m^2$ of retarder application.

Effect of retarding agent on the properties of aggregate-exposed concrete produced by water jet washing method (지연제가 물씻기 공법에 의한 골재 노출콘크리트의 물성에 미치는 영향)

  • Park, Jun-Hui;Zha, O-Yang;Jung, Sang-Woon;Han, Dong-Yeop;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.11a
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    • pp.173-174
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    • 2014
  • In this research, the effect of the amount of retarder and the washing timing on the quality of aggregate-exposed concrete produced by water-jet washing method is evaluated as a series of test to develop the aggregate-exposed concrete as a concrete finishing method. As a result, the amount of losing aggregate and surface mortar was increased as the dosage of retarder was increased because of the hydration retarding effect of the retarder. Furthermore, as the washing timing was extended, the mortar on the surface of the concrete was not blown by water jet with 8 to 24 ml of retarder because of hydration of cement, hence the surface quality was poor. Therefore, washing timing of one day after concrete placement showed 90 % of aggregate exposed rate and 24 ml of retarder showed the most favorable result of aggregate exposure.

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