• Title/Summary/Keyword: 폴리카 본산계

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A Study for Application of Polycarboxilic Type Admixture to Precast High-Strength Concrete Piles (프리캐스트 고강도 콘크리트(PHC) 파일에 조강형 폴리카본산(PC)계 혼화제의 적용에 관한 연구)

  • Yi, Seong Tae;Noh, Jae Ho;Park, Chul Ju;Heo, Hyung Seok
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.1
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    • pp.263-270
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    • 2011
  • In this study, the performance of Poly-Naphthalene Sulfonate (PNS) type-admixture used widely in South Korea and Polycarboxilic type-admixture(i.e., WF2000) developed in the J company of the domestic, for precast concrete products produced in the factories, was evaluated. With the 20% reduced usage of WF2000 compared to PNS type-admixture, workability was considerably improved due to high water-reducing ratio, accelerating effect of concrete setting and accelerant dispersant action, which the product has, under the high temperature. In addition, the development of initial and long-term strengths of PHC plies was predominant. For WF2000, it is also possible to correspond with the change of original materials and environmental conditions since the control of water-reducing and supporting forces is feasible. Accordingly, it was noted that WF2000 is superior for deterioration of production & workability and bad casting problems in summer and the solution of initial strength reduction problem due to the delay of setting in winter.

A Study on the Strength at an Early Stage of the Compound Mixed into Polycarboxylate (Polycarboxylate에 혼합 사용된 혼화제의 조기강도 발현성상에 관한 연구)

  • Ryu, Hyun-Gi
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.6
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    • pp.175-181
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    • 2009
  • In this research, experiments were conducted to find out whether polycarboxylate could be used as a crude steel admixture for practical work, depending on the change in the replacement level of the compound mixed into polycarboxylate. Its fluidity was satisfactory, its airspace was a bit smaller than the KS standard, and its unit volume weight was proven to meet the standard. The amount of bleeding was smallest in B2, and in terms of the solidification time, the first and the last solidification was faster in A1, B1, and C1. With regard to the compressive strength in early days as acharacteristic of hardened concrete, all addition rates of 7-day C2 displayed the highest strength value, among which the addition rate of 1.3% had the biggest strength performance tendency. The seal strength also showed the strength performance rate which was about one tenth as big as that of the compressive strength. The length change rate resulting from dryness and contraction was proven to be good, and once the appropriate AE air entraining agent is used, it is evaluated to be a very useful and practical compound out in the field.