• Title/Summary/Keyword: 개질 플라이애시

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Evaluation on Workability and Compressive Strength Development of Concrete Using Modified Fly-Ash by Vibration Grinding (진동분쇄를 사용한 개질 플라이애시 콘크리트의 유동성 및 압축강도 발현 평가)

  • Ahn, Tae-Ho;Yang, Keun-Hyeok;Jeon, Young-Su
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.1
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    • pp.66-74
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    • 2021
  • The objective of this study is to evaluate the practical application potential and limitations of the modified fly ash(MFA) by vibration grinding as a partial replacement of ordinary portland cement(OPC). The test parameters investigated were the replacement level of fly ash(FA) and FA for OPC, varying from 10% to 40%, and curing temperatures of 5, 20, and 40℃. The various characteristics(including slump, air content, bleeding, setting time, compressive strength development, and hydration products) of MFA concrete were measured and then compared with those of the concrete with conventional FA. Test resul ts showed that the MFA prefers to FA in reducing the bl eeding of fresh concrete and enhancing the compressive strength gain at an early age. The compressive strength ratios between MFA and FA concrete specimens at an age of 1 day were 135%, 146%, and 111% at the curing temperatures of 5, 20, and 40℃, respectively. The corresponding ratios at an age of 28 days were approximately 110%, regardless of the curing temperatures. The X-ray diffraction analysis also revealed less calcium hydroxide products in MFA pastes than in FA pastes.

Study on the Properties of Surface Treatmented Fly Ash using Arc Discharge (아크방전을 이용해 표면개질 된 플라이애시의 특성에 관한 연구)

  • Park, sun-gyu;Kim, sun-a;Kim, hyeon-sung
    • Proceedings of the Korea Contents Association Conference
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    • 2018.05a
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    • pp.273-274
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    • 2018
  • 플라이애시를 콘크리트의 혼화재로서 사용하기 위해서는 미연탄소 제거 및 알칼리 자극제의 첨가가 요구된다. 이러한 문제점을 해결하기 위해 현재까지 플라즈마를 이용한 플라이애시의 표면개질에 관한 연구가 진행되었으나, 플라즈마는 오존을 생성하는 문제점을 지니고 있다. 따라서 본 연구에서는 이와 같은 문제점을 해결하고자 아크방전을 이용해 플라이애시의 표면을 개질하는 연구를 진행하였다.

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Properties of Surface treatment Fly ash by Arc-discharge (아크방전을 이용한 표면개질 플라이애시의 특성)

  • Kim, Sun-A;Park, Sun-Gyu
    • Proceedings of the Korea Contents Association Conference
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    • 2017.05a
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    • pp.253-254
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    • 2017
  • 미연탄소의 함유량이 많은 플라이애시를 사용한 시멘트의 경우 공기량이 저하되며, 슬럼프의 확보를 위해 AE제와 같은 혼화제의 사용을 요구한다. 이러한 미연탄소를 제거하기 위해 저온 플라즈마를 이용한 표면 개질에 관한 연구가 진행되었으나, $O_2$를 사용하는 플라즈마의 경우 $O_3$를 생성하는 문제가 발생한다. 따라서 본 연구에서는 플라즈마를 대신에 아크방전을 이용하여 플라이애시 내의 미연탄소를 제거해 표면을 개질하는 기술에 관한 기초적 연구를 진행하였다. 그 결과, 아크방전을 통해 플라이애시의 표면을 개질할 시 플라이애시의 물리적 특성이 개선되며, 이를 이용한 시멘트경화체의 강도도 향상되는 것을 알 수 있었다.

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Experimental Study on the Properties of Surface Treatment Fly Ash Using Arc Discharge (아크방전을 이용한 표면개질 플라이애시의 특성에 관한 실험적 연구)

  • Kim, Sun-A;Park, Sun-Gyu
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.4
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    • pp.357-364
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    • 2018
  • Fly ash is a material used as a concrete admixture. When fly ash is used for concrete manufacturing, it is expected to improve the performance such as reduction of cement usage and increase of chemical resistance. However, fly ash have some problems such as unburned carbon content and amorphous film on the surface of fly ash particles. When concrete is manufactured using fly ash containing a large amount of unburned carbon, there is a problem that the slump is lowered due to adsorption of AE agent. In addition, the amorphous film on the surface of the particles prevents the reactive substances from leaching out of the fly ash. Therefore, a method of surface treatment of fly ash using plasma has been studied to remove such unburned carbon and amorphous films. However, plasma has the problem that $O_3$ is generated when $O_2$ is used as an active gas. $O_3$ is a harmful substance and adversely affects the health of the experimenter. In this study, the surface of fly ash was treatment by arc discharge. Experimental results show that the unburned carbon is removed when the surface of fly ash is treatment by arc discharge and the amorphous film was broken and the reactivity was improved. Therefore, it is considered that arc discharge can treatment the surface of fly ash and improve the quality of fly ash.

High Temperature Properties of Cement Mortar Using EVA, EVCL Redispersible Polymer Powder and Fly Ash (EVA, EVCL 분말수지와 플라이애시를 혼입한 시멘트 모르타르의 고온특성)

  • Song, Hun;Shin, Hyeonuk
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.6 no.4
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    • pp.365-372
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    • 2018
  • 3D printing technology of construction field can be divided into structural materials, interior and exterior finishing materials, and is mainly done by extruding and adapting. Particularly when it is applied as an exterior materials, it is mainly applied to an unstructured exterior materials and high accuracy is required. The exterior materials can be used as a cement composite materials, it is suitable also for a additive type manufacturing, and the role of a redispersible polymer powder is important. But, high temperatures, redispersible polymer cement base material beget dehydration and micro crack of cement matrix. In this research, we developed a EVA, EVCL redispersible polymer cement base material applicable as a 3D printing exterior materials, confirmed density and strength characteristics for application as an exterior materials, a flame retardancy test for improving the fire resistance of buildings and confirmed its possibility. From the test result, developed EVCL redispersible polymer cement mortar showed good stability in high temperatures. These high temperature stability is caused by the ethylene-vinyl chloride binding. Thus, this result indicates that it is possible to fire resistant 3D printing interior and exterior finishing materials.

Mechanical and Chemical Characteristics of Bottom Ash Aggregates Cold-bonded with Fly Ash (플라이애시로 표면개질한 바텀애시 경량골재의 물리 화학적특성)

  • Kim, Hyeong-Ki;Ha, Kyung-Ae;Jang, Jeong-Gook;Lee, Haeng-Ki
    • Journal of the Korean Ceramic Society
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    • v.51 no.2
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    • pp.57-63
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    • 2014
  • Bottom ash can be used as pelletizing seeds in unsintered artificial lightweight aggregates, so it can be called as 'cold-bonded aggregates'. In the present study, the mechanical and chemical characteristics of bottom ash aggregates cold-bonded with fly ash were investigated. The crushing strength and the water transfer characteristic of the aggregates, which may affect the strength gain of the concrete, were evaluated. Moreover, the degree of hydration and the hydration products of the aggregates were analyzed to verify the chemical stability of the aggregates. Compared to commercialized artificial lightweight aggregates manufactured by sintering process, cold-bonded fly/bottom ash aggregates had similar levels of water transfer characteristics, while having lower strengths. The calcium hydroxide in the aggregates was almost completely consumed after 28 days moist curing.

Early-Age Deformation of Very-Early Strength Latex- Modified Concrete with Ultra-Fine Fly Ash Contents (울트라파인 플라이 애시 혼입률에 따른 VES-LMC의 초기거동 특성)

  • Choi, Pan-Gil;Park, Won-Il;Yun, Kyong-Ku;Lee, Bong-Hak
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.3
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    • pp.1040-1046
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    • 2010
  • The main disadvantage of rapid setting concrete is the occurrence of cracking because of fast hydration reaction due to high thermal expansion and shrinkage. However, if the fly ash is used in concrete, it is possible to prevent cracking since the hydration heat can be decreased. Although Very-Early Strength-Latex Modified Concrete(VES-LMC) is an excellent material, occurrence of cracking has been reported because of high hydration heat. In the present study, new method which can apply the fly ash to the VES-LMC was developed. Research for the new method to improve the safety for the cracking was conducted. Safety was confirmed by reducing the shrinkage and hydration heat in the condition of overcoming the low early-age strength. Detailed conclusions are follows. Early-age compressive strength was decreased a little with increase of UFFA content. However, 28-d compressive strength was statistically insignificant regardless of UFFA contents. If the UFFA is replaced 15% to 20% of unit cement weight in concrete, maximum shrinkage can be reduced up to 43% to 47%. Usage of UFFA in VES-LMC guarantees the safety for cracking since it is very effective to control of early-age shrinkage.