• 대한기계학회논문집B
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• 제24권4호
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• pp.526-532
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• 2000

Recent studies have been directed toward obtaining a better understanding of the application of electrostatic precipitators to collect fly ash particles produced in a coal-fired power plant. Electrical resistivity can be described as the resistance of the collected dust layer to the flow of electrical current and is an important property for the collection efficiency in the electrostatic precipitator. In this paper, fly ash resistivity as a function of temperature up to $450^{\circ}C$ has been experimentally investigated using the resistivity meter consisted of the movable electrode, dust cup, and furnace. Resistivity was found to increase with increased temperature up to $200^{\circ}C$ due to the reduction of water concentration and then gradually decrease with increased temperature due to the activation of electrons. As the resistivity of fly ash in the flue gas temperature of $150^{\circ}C$ was measured >$10^{10}$ ohm cm, the efficiency of fly ash removal in the electrostatic precipitator might be expected to be low due to back-corona phenomenon. Flue gas conditioning in the electrostatic precipitator to reduce the resistivity of fly ash as required.

• Advances in materials Research
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• 제13권3호
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• pp.173-181
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• 2024

Fly ash, plastic waste, and clay are mineral materials and residues commonly found in Malaysia. In this study, these materials were fully utilized as raw materials for synthesizing carbon nanotubes (CNTs). Recycled polypropylene, previously used as a food container, served as a carbon source. Fly ash and clay were explored as potential substrates for CNTs growth. The recycled polypropylene was thermally decomposed at 900 ℃ in an inert environment for 90 minutes. Carbon atoms released during this process were deposited on fly ash and clay substrates, which had been immersed in a ferrocene solution to provide a metal catalyst for CNTs growth. The deposited products were characterized using a Scanning Electron Microscope (SEM) and X-Ray Diffraction (XRD). Morphological analysis revealed that both fly ash and clay were coated with fiber-like structures, confirmed to be CNTs based on a diffraction peak around 26° from the XRD pattern. In conclusion, clay and fly ash demonstrate the potential to be utilized as substrates for CNTs formation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.277-280
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• 2003

The purpose of this study is for the active use of the fly ash, which is a by-product of the combustion pulverizes coal thermal power plants, to compensate for the lack of landfill and for conservation of energy, by using fly ash as the supplementary cementitious material, and to prove its possibility as the related products of the cement. First of all, we examined strength development of Micro grinding fly ash by elevating its fineness and using $Na_{2}SO_{4}$ as an activator to elevate pozzolanic reaction of fly ash. Following fly ash replacement ratio and curing temperature we hope to prove its properties to suggest its possibility in the concrete and cement industry. In case of water curing, the more fineness and higher annexing of activator is, the higher strength is, and the higher curing temperature is the more pozzolanic reaction happens.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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• pp.276-282
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• 1996

This study dealt with the properties for fly ash of combined heat power plant and application for concrete industry. For this purpose, fly ash of ulsan combined heat power plant was analyzed for physical and chemical properties and tested the properties of the super flowing concrete. As results of fly ash, contents of SiO2 and Al2O3 in the fly ash of Ulsan were less than those of thermal power plant(Boryung), but contents of CaO were ten times as much as those of Boryung. In order to satisfy the properties of the Super Flowing Concrete using class C fly ash, mixing conditions were determined the optimum water-binder(w/b), volume ratio of fine aggregates(Sr) and coarse aggregates(Gv).

• 한국세라믹학회지
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• 제39권2호
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• pp.126-134
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• 2002

Mechanochemical Processing(MP)을 거친 Cement(MPC) 또는 Fly Ash(MPFA)를 사용하여 fly ash 다량 혼화 고강도 mortar의 제조를 위한 연구를 수행하였다. 단순 ball milling processing를 거친 cement(Ball-mill Processed Cement, BPC)와 채취 그대로의 처리하지 않은 fly ash(As Received Fly Ash, ARFA) 혼화시의 공시체와 비교하여 동일한 fly ash의 혼화량(10, 20, 30 wt%), 동일한 재령(7일 및 28일)의 압축강도 및 미세구조의 관점에서 고찰하였다. MPC와 ARFA 및 BPC와 MPFA를 사용한 mortar 공시체가 BPC와 ARFA를 사용한 것보다 각각 5-11% 및 10-20% 상승한 압축강도 값을 나타내었다. 더욱이 MPC와 MPFA의 동시 혼화 mortar 공시체의 압축강도가 fly ash 혼화량 20 wt% 공시체에서 강도 상승률 24%를 나타내었는데 이 값은 MPC 사용에 의한 강도 향상 비율(8%)과 MPFA 혼화에 의한 강도 향상 비율(12%)의 합을 상회하는 synergy 효과를 나다내는 강도 향상율을 나타냈다. 상기의 강도 증진은 MP에 있어서 fly ash와 cement 입자가 혼합되면서 기계적 에너지가 공급되므로 각 입자의 서로에 대한 친화성이 증대되며, 이로 인하여 수화물 생성시 cement와 fly ash 입자간의 결합력이 더욱 증가하게 되어 압축강도가 증가하는 것으로 고려된다.

• 한국토양비료학회지
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• 제28권4호
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• pp.334-339
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• 1995

석탄회의 농업적 활용 방안을 모색하기 위하여 포트에 수수를 재배하였다. 토양은 무연탄회와 유연탄회로 각각 0, 6, 12, 18, 24% 처리되었다. 생육시기중 초장과 줄기의 마디수는 무처리 보다 석탄회처리에서 그리고, 무연탄회보다 유연탄회처리에서 효과가 더 좋았다. 석탄회처리는 24%까지 수수의 생육에 좋은 영향을 미쳤다. 성숙기의 고엽화(枯葉化)율은 석탄회처리에서 현저히 심하였고 석탄회의 농도가 증가할수록 그 율이 증대되었다. 줄기와 잎을 포함한 전수확량은 무처리보다 석탄회처리에서 그리고, 무연탄회보다 유연탄회처리에서 더 높았다. 알곡수량은 무처리보다 석탄회처리에서 그리고, 무연탄회보다 유연탄회처리에서 효과가 더 좋았다. 일반적으로 석탄회처리는 12%까지 수량이 증가되었다. 수수 생육은 pH가 높은 토양에서 왕성하므로 유연탄회 처리는 권장될 수 있다.

• 한국세라믹학회지
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• 제39권12호
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• pp.1164-1170
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• 2002

고령토질 벽돌에 대한 fly ash의 첨가가 소결온도에 미치는 영향과 그에 따른 물성의 변화를 관찰하였다. Fly ash로는 탄소 8∼9%의 무연탄 연로 재를 사용하였고 고령토 등의 국산 천연원료를 이용하여 실험을 하였다. Fly ash와 고령토 등의 4종의 원료를 5가지의 혼합비로 조합하여 혼합, 성형하고 각각 1050${\circ}C$, 1100${\circ}C$, 1150${\circ}C$, 1200${\circ}C$의 온도로 소성하였다. 소성온도가 증가함에 따라 모든 시편에서 흡수율은 낮아지고 압축 강도는 증가하였다. 소성온도가 1100${\circ}C$ 이하인 경우 fly ash의 함량이 증가함에 따라 흡수율은 증가하고 강도가 감소하였다. 이에 비하여 소성온도가 1150${\circ}C$ 이상인 경우 흡수율은 소성온도가 낮은 경우와 유사한 경향을 보였으나 강도는 증가하였다.

• 대한토목학회논문집
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• 제26권1A호
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• pp.205-211
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• 2006

본 연구에서는 플라이애쉬 혼입률에 따른 라텍스개질 콘크리트의 역학적 특성과 내구성을 평가하였다. 이를 위해 라텍스 혼입률 변화(0%, 10%, 15%)와 플라이애쉬 혼입률 변화(0%, 10%, 20%, 30%)를 주 실험변수로 하여 평가하였다. LMC와 FA-LMC의 특성분석을 위하여 압축강도, 휨강도 그리고 황산 및 염산에 의한 내약품성 시험을 실시하였다. 실험결과, 플라이애쉬를 혼입한 라텍스 개질 콘크리트에 있어서, 플라이애쉬 혼입률이 증가함에 따라 공기량은 감소하는 것으로 나타났다. 그리고 FA-LMC의 압축 및 휨강도는 라텍스 개질 콘크리트(LMC)와 유사한 강도발현 특성을 보이며, 장기재령에 있어서는 FA-LMC가 LMC에 비해 높은 휨강도 발현특성을 보였다. 그리고 투수특성에 있어서 플라이애쉬의 혼입률이 증가할수록 투수저항성이 증가하였으며, 내화학약품성에 대한 저항성도 증진되는 것으로 나타났다. 따라서, 플라이애쉬는 LMC의 혼화재로서 투수저항성을 증진시킬 목적으로 효과적으로 사용될 수 있을 것이다.

• 대한기계학회논문집B
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• 제22권12호
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• pp.1691-1701
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• 1998

Fly ash produced in coal combustion is a fine-grained material consisting mostly of spherical, glassy, and porous particles. A study on the formation mechanism of the fly ash from coal particles in the pulverized coal power plant is investigated with a physical, morphological, and chemical characteristic analysis of fly ash collected from the Samchonpo power plant. This study may contribute to the data base of domestic fly ash, the improvement of combustion efficiency, fouling phenomena and ash collection in the electrostatic precipitator. The physical property of fly ash is determined using a particle counter for the measurement of ash size distribution. Morphological characteristic of fly ash is performed using a scanning electron micrograph. The chemical components of fly ash are determined using an inductively coupled plasma emission spectrometry(ICP). The distribution of fly ash size was bi-modal and ranged from 12 to $19{\mu}m$ in mass median diameter. Exposure conditions of flue gas temperature and duration within the combustion zone of the boiler played an important role on the morphological properties of the fly ash such as shape, particle size and chemical components. The evolution of ash formation during pulverized coal combustion has revealed three major mechanisms by large particle formation due to break-up process, gas to particle conversion and growth by coagulation and agglomeration.

• 한국농공학회지
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• 제42권
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• pp.85-91
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• 2000

Dwindling supplies and increasing costs of conventional highway materials used in road construction as well as concerns over shrinking landfill spaces prompt researchers to investigate the use of waste products, such as fly ash, as substitute materials in highway construction. The highway industry is capable of utilizing waste materials in large quantities if their effect on pavement performance proves to be technically, economically and environmentally satisfactory. This research examines the effects of fly ash when used as partial replacement of aggregate in asphaltic concrete mixtures. And measuring the effect of fly ash on bulk specific gravity, air void, indirect tensile strength (ITS) under dry and wet conditioning as well as the tensile strength ratio (TSR) of asphaltic concrete mixture. The results indicated that asphaltic concrete mixtures containing 2% and 5% fly ash produced about the same TSR value as control mixture. And all of the mixtures met the minimum ITS and TSR requirements established by the South Carolina Department of Transportation (SC DOT) for Type 1A surface courses. At this point and with this limited study, these asphaltic concrete mixtures is recommended in several applications such as parking lot, secondary roads and driveways.