• 제목/요약/키워드: high calcium fly-ash

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고칼슘 플라이애시 혼입한 콘크리트의 수화반응 모델에 관한 연구 (Hydration modeling of high calcium fly ash blended concrere)

  • 번위결;왕소용
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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    • pp.48-49
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    • 2015
  • High-calcium fly ash (FH) is widely used as mineral admixtures in concrete industry. In this paper, a hydration model is proposed to describe the hydration of high-calcium fly ash blended-cement. This model takes into account the hydration reaction of cement, the chemical reaction of fly ash, and reaction of free CaO in fly ash. Using the proposed model, the development of compressive strength of FH blended concrete is predicted using the amount of calcium silicate hydrate (CSH). The agreement between simulation and experimental results proves that the new model is quite effective.

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Efficiency factor of high calcium Class F fly ash in concrete

  • Sata, V.;Khammathit, P.;Chindaprasirt, P.
    • Computers and Concrete
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    • 제8권5호
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    • pp.583-595
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    • 2011
  • This paper studied the cement efficiency factor (k factor) of high calcium Class F fly ash. This k factor represents a unit of fly ash with efficiency equivalent to k unit of cement. The high calcium Class F fly ash was used to replace cement in concrete. The modified Bolomey's law with linear relationship was used for the analysis of the result of compressive strength, cement to water ratio (c/w) and fly ash to water ratio (f/w) by using the multi-linear regression to determine the k factor and other constants in the equations. The results of analysis were compared with the results from other researcher and showed that the k factor of high calcium Class F fly ash depends on the fineness of fly ash, replacement level and curing age. While the amount of CaO content in Class F fly ash not evident. Furthermore, necessary criteria and variables for the determination of the k factor including the use of the k factor in concrete mix design containing fly ash were proposed.

Effect of sulfate activators on mechanical property of high replacement low-calcium ultrafine fly ash blended cement paste

  • Liu, Baoju;Tan, Jinxia;Shi, Jinyan;Liang, Hui;Jiang, Junyi;Yang, Yuanxia
    • Advances in concrete construction
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    • 제11권3호
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    • pp.183-192
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    • 2021
  • Due to economic and environmental benefits, increasing the substitution ratio of ordinary cement by industry by-products like fly ash (FA) is one of the best approaches to reduce the impact of the concrete industry on the environment. However, as the substitution rate of FA increases, it will have an adverse impact on the performance of cement-based materials, so the actual substitution rate of FA is limited to around 10-30%. Therefore, in order to increase the early-age strength of high replacement (30-70%) low-calcium ultrafine FA blended cement paste, sodium sulfate and calcium sulfate dihydrate were used to improve the reactivity of FA. The results show that sodium sulfate has a significant enhancement effect on the strength of the composite pastes in the early and late ages, while calcium sulfate dihydrate has only a slight effect in the late ages. The addition of sodium sulfate in the cement-FA blended system can enhance the gain rate of non-evaporation water, and can decrease the Ca(OH)2 content. In addition, when the sulfate chemical activators are added, the ettringite content increases, and the surface of the FA is dissolved and hydrated.

용출수를 사용한 플라이애쉬 혼입 모르타르의 강도특성에 관한 연구 (A Study on the Compressive Strength Property of Mortar with Fly Ash Using Water Eluted from Recycled Coarse Aggregates)

  • 신상엽;정의창;김영수
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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    • pp.31-32
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    • 2013
  • ThThe purpose of this study is to investigate the compressive strength properties of fly ash using water eluted from recycled coarse aggregate. When fly ash come into contact with water, they have not a autonomously chemical reaction. But fly ash is a pozzolan reaction when fly ash come into contact with water and calcium hydroxide(Ca(OH)2) in alkaline environment. For that reason, if water eluted from recycled coarse aggregate use mixture water, fly ash is expected to reaction of pozzolan reaction property in early stage. According to the experimentation result, ICP-MS analysis showed water eluted from recycled coarse aggregate has a high alkali-ash value of pH of 12 and over. And mixing ratio 30% fly ash mortar using water eluted from recycled coarse aggregate showed a similar strength of plain mortar due to the pozzolan reaction. Also, poor strength in initial age, disadvantage of mortar using fly ash, can be improved as hydration in early age is expedited due to calcium hydroxide(Ca(OH)2) and unhydrated cement component eluted from recycled aggregate mortar.

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Fly Ash가 다량치환된 모르타르의 압축강도 회복에 관한 기초적 연구 (Fundamental Research on Compressive Strength Recovery of Excessive High-volume Fly Ash Mortar)

  • 최윤호;신세준;한준희;현승용;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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    • pp.199-200
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    • 2019
  • The purpose of the research is assessing the possibility of strength recovery for mortar added with accidently high amount of fly ash. For compressive strength at 28 day, the sample painted with sodium hydroxide showed higher compressive strength than the sample painted with calcium hydroxide. Regarding the curing conditions, the curing temperature 65℃ provided better conditions than the curing temperature 20℃ in aspect of solution penetration depth and reactivity of fly ash. In the case of drying after saturation, the case painted with sodium hydroxid 65℃ showed the clearest engrossing mark.

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Properties of pervious concrete containing high-calcium fly ash

  • Sata, V.;Ngohpok, C.;Chindaprasirt, P.
    • Computers and Concrete
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    • 제17권3호
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    • pp.337-351
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    • 2016
  • This paper presents the properties of pervious concrete containing high-calcium fly ash. The water to binder ratios of 0.19, 0.22, and 0.25, designed void ratios of 15, 20, and 25%, and fly ash replacements of 10, 20, and 30% were used. The results showed that the use of fly ash as partial replacement of Portland cement enhanced the mixing of paste resulting in a uniform mix and reduced amount of superplasticizer used in the mixture. The compressive strength and flexural strength of pervious concrete were slightly reduced with an increase in fly ash replacement level, while the abrasion resistance increased due mainly to the pozzolanic and filler effects. The compressive strength and flexural strengths at 28 days were still higher than 85% of the control concrete. The aggregate size also had a significant effect on the strength of pervious concrete. The compressive strength and flexural strength of pervious concrete with large aggregate were higher than that with small aggregate.

고칼슘 플라이애시를 활용한 모르타르 및 콘크리트의 기초적 물성 (Fundamental Properties of Mortar and Concrete Using High Calcium Fly Ash)

  • 이민희
    • 한국건설순환자원학회논문집
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    • 제4권3호
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    • pp.284-291
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    • 2016
  • 순환유동층 연소방식에서 발생하는 석탄재인 고칼슘 플라이애시를 활용한 무기결합재의 모르타르 및 콘크리트 물성 평가하였다. 그 결과 고온양생조건에서 CFA 혼입 모르타르의 재령 28일 압축강도는 혼입율 25% 범위에서 압축강도는 다소 증가하지만, 그 이상의 범위에서는 혼입율이 증가할수록 압축강도는 저하하는 경향을 보여, 고온양생 사용시 25%이내의 혼입율이 적정할 것으로 사료된다. 또한 고온양생의 경우 CFA 및 BFS 활용한 결합재를 사용한 콘크리트의 압축강도는 OPC를 사용한 콘크리트와 비교하여 재령 1일의 초기 강도 및 재령 28일 이후의 장기강도가 높게 발현되고 있으며, CFA 및 BFS 활용한 결합재 사용에 따른 압축강도 증진은 보다 효과적인 것으로 판단된다.

고칼슘 플라이애시를 활용한 온돌 바닥용 모르타르의 물성 평가 (The Evaluation of Performance of Finishing Mortar in Ondol Floor Structure Using High-Calcium Fly Ash)

  • 이영원;송영찬;김용로;문경주
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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    • pp.289-291
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    • 2013
  • This study evaluated basic material properties of finishing mortar in ondol floor using NSB(Non-sinetering binder), and the binder for the purpose of the developing of high performance mortar and reducing crack problem without shrinkage-reduction agent.

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CaO 화합물이 다량 함유된 비산재의 탄산화 (Carbonization of Coal-Fly Ash Containing High CaO Compound)

  • 심준수;이기강;김유택;강승구
    • 한국세라믹학회지
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    • 제50권1호
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    • pp.18-24
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    • 2013
  • This study was conducted to recycle fly ash containing an abundance of CaO generated from combustion in a circulating layer as a carbon storage medium. The study utilized XRD, TG-DTA and XRF analyses during the hydration of fly ash and identified calcium substances within fly ash that could be used in a carbonation process. $Ca^{2+}$ ions in the calcium substances were easily converted to hydrates. A carbonation experiment was done, which used the method of $CO_2$ gas injection to produce suspensions by mixing fly ash with distilled water. The results were analyzed using TG-DTA, XRD, and pH meter measurements. The study was able to verify that the reaction was completed at a $CO_2$ flow rate of 300cc/min approximately 30 minutes after an injection into a solution with a solid-liquid ratio of 1 : 10 of fly ash and distilled water. Moreover, the stirring time of the suspensions did not influence the reaction, and the reaction time was found to diminish as the portion of the fly ash became smaller. Thus, this study produced carbon storage fly ash having a $CO_2$ storage rate of about 71% through the utilization of the CaO content contained within fly ash.

Preparation and Characterization of Polyurethane Waterproof Coatings Containing Fly Ash

  • Lee, Sung-Il;Kim, Duk-Bae;Yang, Go-Su;Kim, Wan-Young;Byoun, Youn-Seop;Lee, Youn-Sik
    • Elastomers and Composites
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    • 제38권3호
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    • pp.243-250
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    • 2003
  • 국내에서 폴리우레탄 방수 코팅은 노후된 건축물의 지붕 수리와 다양한 스포츠시설의 시공으로 인하여 수요가 증가되고 있다. 본 연구에서는 일반적으로 많이 사용되고 있는 탄산칼슘 충진제의 일부를 비산재로 대체하여 폴리우레탄 코팅을 제조하였다. Cyclone과 Bag filter에서 수집된 비산재가 대체할 수 있는 탄산칼슘의 최대량은 각각 20%와 10%로 결정되었다. 폴리우레탄의 경화속도는 Pb-octoate 촉매를 사용하여 조절할 수 있었다. 코팅의 제조에 사용되는 성분들의 상대적인 양을 조절하면, 비산재를 함유하는 폴리우레탄 코팅의 인장강도, 인열강도 및 신장율 등이 폴리우레탄 코팅의 표준 값들과 유사하게 되었다. 그러나 bag filter에서 수집된 비산재를 사용할 경우에는, 제조된 폴리우레탄 코팅으로부터 카드뮴(Cd), 수은(Hg) 및 납(Pb)이 허용 수치보다 높게 용출되었다. 한편, cyclone으로부터 수집된 비산재를 사용해서 제조한 폴리우레탄 코팅은 더 우수한 기계적 특성을 보였으며 중금속의 용출양도 심각하지 않았다. 결론적으로, 적당한 비산재를 선정하여 사용한다면, 비산재 함유 폴리우레탄 코팅도 현장에서 활용될 수 있을 것이다.