• Title/Summary/Keyword: 멜라민계 고성능감수제

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The Fluidity of High Flowing Concrete According to the Component Ratio of Superplasticizer (고성능감수제 구성비율에 따른 고유동콘크리트의 유동특성)

  • Kim Moo-Han;Kim Yong-Ro;Kim Jae-Hwan;Ho Jang-Jong;Lee Tae-Hee
    • Journal of the Korea Concrete Institute
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    • v.16 no.2 s.80
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    • pp.147-154
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    • 2004
  • It is the aim of this study to propose the fundamental data for the establishment of the application and qualify standard of the mixed type superplasticizer after investigating and comparing the fluidity of high flowing concrete according to the component ratio of superplasticizer such as naphthalene sulfonated and melamine sulfonated. The results of this study were shown as the followings; 1) The fluidity and adsorption ratio of cement-paste were improved according to the increasing of naphthalene sulfonated component ratio, and apparent viscosity of cement-paste was improved according to the Increasing of melamine sulfonated component ratio. 2) In case of using the granulated blast-furnace slag, the fluidity of cement-paste was considerably good and the adsorption ratio was decreased and in case of using fly-ash, the apparent viscosity and adsorption ratio of cement-paste were improved. 3) The dispersive capacity performance of concrete can be improved by means of the increasing of naphthalene sulfonated component ratio. Also the viscosity and early strength can be improved by means of the increasing of melamine sulfonated component ratio.

The Effect of Melamine Sulphonate High-Range Water Reducing Agent to the Fluidity of High-Flowability Paste (고유동페이스트의 유동특성에 미치는 멜라민계 고성능가수제의 영향)

  • Nam Ji-Hyun;Cho Eun-Young;Oh Sang-Gyun;Kim Jung-Kil
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2005.11a
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    • pp.71-74
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    • 2005
  • The viscosity of high-flowability paste is very high compared to normal concrete for the low water-binder ratio(W/B). Therefore, high-flowability concrete is positively necessary to high-range water reducing agent. High-Flowability paste can make much higher fluidity with no occurrence of segregation, by its higher viscosity and lower yield value than normal concrete. The flowability of high-flowability paste must be evaluated not only by convention consistency test such as slump test but also by the base of the rheological properties of the fresh concrete. The purpose of this study is to analyze the fluidity of high-flowability paste according to the addition ratio of the Melamine Sulphonate high-range water reducing agent.; high-flowability paste is considered as Bingham plastic fluid with the rheology parameters of the plaste viscosity and yield value.

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Application of Cold Weather Concreting with Accelerator for Freeze Protection to Full Scale Structures (내한촉진제를 사용한 한중콘크리트의 실구조물 적용에 관한 연구)

  • Kim, Young-Jin;Baek, Tae-Ryong;Lee, Sang-Soo;Won, Chul;Kim, Dong-Seok
    • Journal of the Korea Concrete Institute
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    • v.15 no.2
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    • pp.254-262
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    • 2003
  • In this study, the results of applying cold weather concreting mixed with Accelerator for Freeze Protection(AFP) to full scale structures are presented. Since the determination of W/C and amount of AFP significantly have an effect on strength gain and protection of frost damage in early, a full investigation is needed to determine these values at stage of nux design. The flowability of fresh cold weather concreting with AFP was similar to the same W/C. Lower loss of workability and initial slump flow of concrete using superplasticizer of polycarboxylic ester than that of melamine sulphonate showed that polycarboxylic ester was more effective on elapsed time. Temperature histories of specimens located in insulation boxes at the site was similar to that of structures. Thus, it is cleared that simple adiabatic curing method is effective for evaluating in-place concrete strength than specimens cured by sealing method. The investigation results of development of compressive strength of cold weather concreting included AFP with curing methods by logistic curves indicated that AFP can be effective to gain strength at lower temperature than normal curing temperature. In field testing, vinyl sheets were placed over the concrete sections and AFP enabled concrete to gain $5N/{mm}^2$ to protect frost damage in early ages and specified compressive strength of concrete at 28 days under average temperature of $-2^{\circ}C$ (lowest temperature was $-12^{\circ}C$) during site application.