• 제목/요약/키워드: Ash

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플라이 애쉬 치환에 따른 알칼리-실리카 반응의 팽창저감 효과 (The Effect of Fly Ash Replacement on Alkali - Silica Reaction)

  • 김정은;전쌍순;서기영;진치섭
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.185-188
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    • 2004
  • The effect of fly ash to prevent detrimental expansion due to alkali -silica reaction was investigated through the ASTM C 1260 method that is one of the most commonly used method because results can be obtained within about 16 days. Reactive aggregate used is a netamorphic rock and sedimentary rock. The replacement proportions of portland cement by fly ash were respectively 0, 5, 10, 15, 25 and 35 percent. Expansion of mortar bars due to alkali-silica reaction decreased with the increase of fly ash content. The results show that the expansion due to alkali-silica reaction is dramatically reduced in the presence of high volume fly ash. When the fly ash content examine from all angles (strength and a flow), the replacement proportions of fly ash is about $25\%$ in order to control on expansion.

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바텀 애쉬를 이용한 기포콘크리트의 물리적 특성에 관한 실험적 연구 (An Experimental Study on the Physical Properties of Foamed Concrete Using Bottom Ash)

  • 강기웅;강철;곽은구;신홍철;권기주;김진만
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.525-528
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    • 2004
  • The annual consumption of coal by coal-fired power plants is increasing. Also a large amount of ash is produced. The disposal of this large amount of ash makes the serious environmental problems and economical loss. Fly ash among the ash produced is used in building industries as a substitute to cement in concrete. But bottom ash is not used because of its poor properties. This study is aimed at the production of foamed concrete using bottom ash, to examine the physical properties of foamed concrete is manufactured by autoc1aving, and to exhibit the fundamental data to use it in site.

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건식 바텀애시 굵은골재를 사용한 경량골재 콘크리트의 공학적 특성 (Engineering Properties of Lightweight Aggregate Concrete Using Dry Bottom Ash as Coarse Aggregate)

  • 성종현;선정수;최선미;복영재;김진만
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2013년도 추계 학술논문 발표대회
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    • pp.166-167
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    • 2013
  • Bottom ash, which is discharged through a wet process in a thermal power plant, contains much unburned coal due to quenching and much salt due to seawater. However, dry bottom ash discharged through a dry process contains low unburned coal and salt, and has light -weight due to many pores. Therefore, it is expected that it can be used as lightweight aggregate. This study deals with the basic properties of concrete used dry bottom ash as coarse aggregate. As a results, the concrete having high content of dry bottom ash aggregate showed high slump by using water reducing agent and its air content was within 5±1.5% as designed value, similarly to normal weight concrete. It also showed a lower compressive strength than 100% of crushed stone.

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石炭灰의 重金屬 흡착 特性 硏究 (Heavy Metal Removal by Fly Ash)

  • 조희찬;오달용
    • 자원리싸이클링
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    • 제10권4호
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    • pp.10-17
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    • 2001
  • The present work investigates the possible use of fly ash for the removal of heavy metal ions from aqueous solutions. Batch experiments were conducted and the influences of metal concentration, pH, and fly ash concentration were investigated. Heavy metals used in these studies were lead and zinc. Adsorption studies were done over a range of pH values (3~10) at $25^{\circ}C$ and heavy metal concentrations of 10~400 mg/L using fly ash concentrations of 10 and 20 g/L. Experiments were also conducted without fly ash to determine the extent of heavy metal removal by precipitation. Kinetic and equilibrium experiments were performed and adsorption data were correlated with both Langmuir and Freundlich adsorption models. The results of these studies indicate that 리y ash can be used as an adsorbent for heavy metals in the aqueous solutions, yet the degree of removal depends on the pH.

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Development of Metal Recovery Process for Municipal Incineration Bottom Ash (MIBA)

  • Kuroki, Ryota;Ohya, Hitoshi;Ishida, Kazumasa;Yamazaki, Kenichi
    • 자원리싸이클링
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    • 제28권3호
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    • pp.21-25
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    • 2019
  • The utilization of incineration ash from municipal waste must be promoted to solve the social problem on the shortage of final disposal site. In this research, metals should be recovered to avoid the damage of the crushing machine during the utilization of incineration ash in cement industry. In fact, incineration bottom ash from municipal waste contains iron in 3-5%. Nonferrous metal and stainless steel in 1% is also included. The research and development on the physical recovery process was performed not only to remove the metals but also to recover high grade products. Metals were separated from incineration ash in Maruya Co. Ltd.. In fact, iron scrap recovered by magnetic separation can be selled. After that, mixed metal was separated from incineration ash using screen. In this research, mixed metal tried to divided copper, aluminum, brass and stainless steel using drum type magnetic separation, eddy current separation and high magnetic separation. As a result, recovered iron had an 80% for the grade. Aluminum was recovered by eddy current separation without copper and brass.

Improvement of bond strength and durability of concrete incorporating high volumes of class F fly ash

  • Wu, Chung-Hao;Chen, Chien-Jung;Lin, Yu-Feng;Lin, Shu-Ken
    • Advances in concrete construction
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    • 제12권5호
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    • pp.367-375
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    • 2021
  • This study experimentally investigated the improvement of bond strength and durability of concrete containing high volume fly ash. Concrete mixtures made with 0%, 25% and 60% replacement of cement with class F fly ash were prepared. Water-binder ratios ranged from 0.28 to 0.72. The compressive, flexural and pullout bond strength, the resistance to chloride-ion penetration, and the water permeability of concrete were measured and presented. Test results indicate that except for the concretes at early ages, the mechanical properties, bond strength, and the durability-related chloride-ion permeability and water permeability of concrete containing high volume (60% cement replacement) fly ash were obviously superior to the concrete without fly ash at later ages of beyond 56 days. The enhanced bond strength for the high volume fly-ash concrete either with or without steel confinement is a significant finding which might be valuable for the structural application.

물리적으로 활성화된 플라이애쉬를 함유한 시멘트 및 복합체의 이산화탄소 배출량 평가 (Strength-based Evaluation of CO2 Emission for Cement and Composite Containing Mechanically Sctivated Fly Ash)

  • 순양;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.125-126
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    • 2021
  • Fly ash, has been widely used as one of the main supplementary cementitious materials (SCMs) in the world, to replace part of cement to significantly save energy and reduce greenhouse emission. Via mechanical activation, fly ash can replace more cement without impairing early age compressive strength. This study focuses on the strength-based evaluation of carbon dioxide emission for blended cement composite containing mechanically activated fly ash. Results indicate that under similar compressive strength, a prominent drop has been witnessed in embodied energy of binary cement and CO2 emission of the composite containing mechanically activated fly ash compared with those containing ordinary fly ash.

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연탄재를 시멘트로서 경화(硬化)시켰을 때의 강도(强度)에 관(關)한 연구(硏究) (Studies on the Strength of Briquette Ash Hardened by Cement)

  • 김성완
    • 농업과학연구
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    • 제6권1호
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    • pp.45-55
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    • 1979
  • 본연구(本硏究)는 연탄재를 시멘트로 경화(硬化)시켰을때의 강도(强度)에 관(關)한 연구(硏究)를 위하여 시멘트:연탄재, [시멘트(90%)+소석회(消石灰)(10%)]:연탄재, [시멘트(80%)+프라이애쉬(20%)]:연탄재, 시멘트:표준사(標準砂)의 4종(種)을 각각(各各) 배합비(配合比) 1:2, 1:3, 1:4, 1:5, 1:7, 1:9의 6종(種)으로 분류(分類)하고 압축(壓縮), 인장(引張), 휨강도시험(强度試驗)을 재령(材令) 7일(日) 및 28일(日)로 구분(區分)하여 시험(試驗)하였다. 본시험(本試驗) 이외(以外)에 경제성(經濟性)의 검토(檢討), 내구성시험(耐久性試驗)등 구명(究明)하여야 할 문제(問題)가 남겨져 있으나 본시험(本試驗)에서 얻은 결과(結果)를 요약(要約)하면 다음과 같다. 1. 압축강도(壓縮强度)는 KS 규격치(規格値)에 대하여 1:2의 재령(材令) 7일(日)에서 시멘트:연탄재는 84%, (시멘트+소석회(消石灰)):연탄재는 90%, (시멘트+프라이애쉬):연탄재는 75%의 강도(强度)를 나타냈고 재령(材令) 28일(日)에서 시멘트:연탄재는 84.9%, (시멘트+소석회(消石灰)):연탄재는 73.5%, (시멘트+프라이애쉬):연탄재는 69.8%의 강도(强度)가 나타났다. 2. 압축강도(壓縮强度)는 표준사(標準砂)를 사용(使用)한 모르터의 강도(强度)를 100%로 했을때 1:2의 재령(材令) 7일(日)에서 시멘트:연탄재는 69.3%, (시멘트+소석회(消石灰)):연탄재는 75.1%, (시멘트+프라이애쉬):연탄재는 41.3%의 강도(强度)가 나타났으며 재령(材令) 28일(日)에서는 전자(前者)와 동일순(同一順)으로 56.4%, 49%, 46.5%의 강도(强度)를 나타냈다. 3. 인장강도(引張强度)는 표준사(標準砂)를 사용(使用)한 모르터의 인장강도(引張强度)를 100%로 했을때 1:2의 재령(材令) 7일(日)에서 시멘트:연탄재는 64.4%, (시멘트+소석회(消石灰)):연탄재는 47.1%, (시멘트+프라이애쉬):연탄재는 35.4%의 강도(强度)를 나타냈으며 재령(材令) 28일(日)에서는 전자(前者)와 동일순(同一順)으로 69.6%, 64.8%, 57.3%의 강도(强度)를 나타냈다. 4. 휨강도(强度)는 표준사(標準砂)를 사용(使用)한 모르터의 강도(强度)를 100%로 했을때 1:2의 재령(材令) 7일(日)에서 시멘트:연탄재는 46.3%, (시멘트+소석회(消石灰)):연탄재는 65.9%, (시멘트+프라이애쉬):연탄재는 39.1%의 강도(强度)를 나타냈으며 재령(材令) 28일(日)에서는 전자(前者)와 동일순(同一順)으로 89.9%, 96.7%, 85.1%의 강도(强度)를 나타냈다. 5. 연탄재를 시멘트로 경화(硬化)시켰을 때의 강도(强度)는 시멘트 모르터에 비(比)해서 저강도(低强度)이지만 시멘트 또는 콘크리트 2차제품(次製品)에 이용(利用)이 가능(可能)하다고 보며 연탄재를 경화(硬化)시켜 건설재료(建設材料)로 이용(利用)하므로서 각종(各種) 공해방지(公害防止)와 폐기물처리(廢棄物處理)의 노력절약(努力節約)과 폐기물(廢棄物)의 유효이용(有效利用)으로 골재자원(骨材資源)의 절약(節約)에 유익(有益)하다고 생각된다.

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플라이애쉬를 대량 사용한 고강도 콘크리트에 관한 실험적 연구 (The Experimental Study on High Strength Concrete of High Volume Fly-Ash)

  • 이동하;서동훈;전판근;백민수;임남기;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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    • pp.275-280
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    • 2002
  • To study of high volume fly -ash concrete replace cement and fine aggregate together. Proportion consideration economy cost and performance improve replacement high volume fly-ash. Experimentation study of high-strength which cement about fly-ash replacement maximum 50%Flash concrete tested slump, air contest, setting and Hardening concrete tested day of age 1, 3, 7, 28, 91 compression strength in underwater curing. Purpose of study is consultation materials in field that variety of fly ash replacement concrete mix proportion comparison and valuation.

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플라이애쉬를 이용한 소성골재의 제조 및 특성에 관한 연구 (An experimental study on the preparation and property of the sintering aggregate using fly ash)

  • 박대영;김도수;박종현;임채영;노재성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
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    • pp.239-244
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    • 1998
  • Fusion temperature of fly ash was determined with wasted glass wool and borax using ash fusion determinator, 0.5wt% of bentonite and water glass used as binder, 50wt% of wasted glass wool added to fly ash, fusion temperature of fly ash was 1, 156$^{\circ}C$. Pellet was prepared, and then sintered at 1, 00$0^{\circ}C$ and 1, 10$0^{\circ}C$. Water-absorption rate, specific gravity, porosity and pore structure of sintering aggregate was determined.

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