• 제목/요약/키워드: fine coal

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Experimental investigation for partial replacement of fine aggregates in concrete with sandstone

  • Chandar, K. Ram;Gayana, B.C.;Sainath, V.
    • Advances in concrete construction
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    • 제4권4호
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    • pp.243-261
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    • 2016
  • This research study focuses on utilizing sandstone which is overburden waste rock in coal mines to use in concrete as a replacement of fine aggregate. Physical properties of sandstone like water absorption, moisture content, fineness modulus etc., were found to be similar to conventional fine aggregate. Scanning Electron Microscope (SEM) analysis was carried out for analysing elemental composition of sandstone. There was no sulphur content in sandstone which is a good sign to carry the replacement. Fine aggregate was replaced with sandstone at 25%, 50%, 75% and 100% by volume and moulds of concrete cubes and cylinders were prepared. Compressive strength of concrete cubes was tested after 3, 7 and 28 days and split tensile & flexural strength was determined after 28 days. The strength was found to be increasing marginally with increase in sandstone content. Fine aggregate that was replaced by 100% sandstone gave highest strength among all the replacements for the compressive, split tensile and flexural strengths. Though increase in strength was marginal, still sandstone can be an effective replacement for sand in order to save the natural resource and utilize the waste sandstone.

수력선별 공정이 석탄 가스화 용융 슬래그 잔골재 품질에 미치는 영향 (Hydroelectric Sorting Process is coal Gasification Slag Effect on the Quality of fine Aggregates)

  • 후윈야오;김수호;한준희;김종;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.120-121
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    • 2021
  • This study examines the performance of the pre-treatment process system to use CGS, a by-product generated in IGCC, as a concrete fine aggregate for construction materials, on the quality of CGS fine aggregate. As a result of the analysis, it is judged that the quality of fine aggregates of CGS can be improved at both density, absorption rate, and 0.08mm body passage amount after the hydroelectric screening process using water as a medium during the pretreatment process. It is believed that it can be used as basic data for national standard certification of CGS fine aggregates in the future.

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석탄 가스화 용융 슬래그를 콘크리트용 잔골재로 활용하기 위한 재료 특성 분석 (Analysis of The Properties of Materials for Utilizing Fine Aggregates for Concrete for Coal Gasification Slag)

  • 김수호;임군수;한준희;현승용;김종;한민철
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.170-171
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    • 2021
  • This study compared the characteristics of the newly established JISA 5011-5 coal gasification slag fine aggregate with the characteristics of CGS generated in Korean IGCC through microscopic analysis. As a result of the study, similar results to K_CGS and J_CGS were found

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석탄 부산물인 경석을 잔골재로 사용한 콘크리트의 특성 (Characteristics of Concrete Using Coal-By-product as Fine Aggregate)

  • 양인환;정승태;박근우;최경민
    • 한국건설순환자원학회논문집
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    • 제12권1호
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    • pp.53-62
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    • 2024
  • 본 논문에서는 석탄 부산물인 경석을 잔골재로 사용하여 제작한 콘크리트의 강도 및 물성 실험 연구를 수행하였다. 본 연구에서는 석탄 부산물 골재 함유량과 플라이애시 함유량을 실험변수로 고려하였다. 천연 잔골재의 50 %와 100 %(부피 기준)를 석탄 부산물로 치환하였고 물-바인더 비는 0.38로 고정하였다. 또한, 일부 배합은 OPC 바인더의 30 %를 플라이애시로 치환하여 콘크리트 시편을 제작하였다. 단위질량, 압축강도, 쪼갬인장강도 및 휨인장강도를 실험을 진행하고 실험결과 분석을 수행하였다. 플라이애시 바인더가 함유되고 천연 잔골재 대비 석탄 부산물 골재의 치환율이 증가할수록 콘크리트 단위질량, 압축강도, 쪼갬인장강도 및 휨인장강도는 감소하였다. 또한, 미세구조 실험인 TGA와 SEM 실험을 진행하여 구간별 열중량분석과 ITZ를 분석하였다.

유동층 연소로에서 유$cdot$무연탄 혼합 연소시 대기오염물질 배출에 관한 연구 (A Study on Contaminant Emission and Combustion of Anthracite-Bituminous Coal Blend in a Fluidized Bed Coal Combustor)

  • 조상원;정종현;손병현;김영식;오광중
    • 한국환경보건학회지
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    • 제22권3호
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    • pp.28-36
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    • 1996
  • The objects of this study were to investigate emissions of air pollutant the particles as well as the combustibility of the low grade domestic anthracite coal and imported high-calorific bituminous coal in the fluidized bed coal combustor. The production of air pollution from anthracite-bituminous coal blend combustion in a fluidized bed coal combustor was evaluated. The effects of air velocity and anthracite fraction on the reaching time of steady state condition was also evaluated. We used coal samples the domestic low grade anthracite coal with heating value of 2,010 kcal/kg and the imported high grade bituminous coal with heating value of 6,520 kcal/kg. The experimental results are presented as follows. The time of reaching to steady state was affected by the temperature variation. The steady state time was about 120 minute at 0.3 m/s which was the fastest. It has been found that $O_2$ and $CO_2$ concentration were reached steady state at about 100 minute. As the height of fluidized bed becomes higher, the concentration s of $SO_2$ and $NO_x$ mainly increased. The concentration of freeboard was the highest and emission concentration was diminished. Also, as anthracite fraction increased, the emission of $SO_x$ concentration was increased. But, it has been found that the variation of $NO_x$ concentration with anthracite fraction was negligible and the difference of emission concentration according to air flow rates was negligible, too. It has been found that $O_2$ concentration decreased and $CO_2$ concentration increased as the height of fluidized bed increased. As anthracite fraction increased, the mass of elutriation particles increased, and $CO_2$ concentration decreased. Also, as air velocity increased, $O_2$ concentration decreased and $CO_2$ concentration increased. Regardless-of anthracite fraction and flow rate, the combustible weight percentage in elutriation particles were high in the case of fine particles.

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청정화력발전 기술 육성 방안 연구 (A Study on Methods for Developing by Nurturing Clean Thermal Power Generation Technology)

  • 김영미;이원학
    • 한국기후변화학회지
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    • 제9권2호
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    • pp.197-207
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    • 2018
  • The Korean government views coal-fired power plants as the key cause of the fine dust generation, and is developing an energy policy to replace and demolish old coal-fired power plants. According to the Eighth Power Supply Base Plan (2017-2031), the maximum power capacity in 2030 is expected to be 100.5GW, which is 17.9% higher than the current level (85.2GW). The plan aims to reduce the facility size and power generation ratio from nuclear and coal resources to even lower levels than today, and to rapidly expand power generation from new and renewable energy. Despite that, the proportion of coal power generation is still much higher than other resources, and it is expected that the reliance on goal will maintain for next several decades. Under such circumstances, the development, supply, and expansion of clean coal technology (CCT) that is eco-friendly and highly efficient, is crucial to minimize the emission of pollutants such as carbon dioxide and fine dust, as well as maximize the energy efficiency. The Korean government designated the Yong-Dong Thermoelectric Power Plant in Gangneung to develop clean coal power generation, and executed related projects for three years. The current study aims to suggest a plan to develop parts, technologies, testing, evaluation, certification, and commercialization efforts for coal-fired power generation, In addition, the study proposes a strategy to vitalize local economy and connect the development with creation of more jobs.

콘크리트용 잔골재로서 석탄가스화복합발전 슬래그의 활용성 검토 - 물리적 성질 및 유해물질 함유량 특성을 중심으로 - (A Study on the Coal Gasification Slag as Fine Aggregate for Concrete - Focus on Physical Properties and hazardous materials content characteristics -)

  • 현승용;한준희;이재진;신용섭;한민철;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.56-57
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    • 2018
  • This study is a fundamental consideration for using CGS from the IGCC as a fine aggregate for concrete. For the review, the physical properties and hazardous materials content of KS F 2527 were considered. The results showed that KS F 2527 standard was generally satisfied, making it possible to confirm the possibility that it is a fine metal considering its physical properties and hazardous materials content characteristics.

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Numerical study on heterogeneous behavior of fine particle growth

  • FAN, Fengxian;YANG, Linjun;Yuan, Zhulin;Yan, Jinpei;Jo, Young Min
    • 한국입자에어로졸학회지
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    • 제5권4호
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    • pp.171-178
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    • 2009
  • $PM_{2.5}$ is one of critical air pollutants due to its high absorbability of heavy metallic fumes, PAH and bacillary micro organisms. Such a fine particulate matter is often formed through various nucleation processes including condensation. This study attempts to find the nucleation behaviors of $PM_{2.5}$ arisen from coal power stations using a classical heterogeneous Fletcher's theory. The numerical simulation by C-language could approximate the nucleation process of $PM_{2.5}$ from water vapor, of which approach revealed the required energy for embryo formation and embryo size and nucleation rate. As a result of the calculation, it was found that wetting agents could affect the particle nucleation in vapor condensation. In particular, critical contact angle relates closely with the vapor saturation. Particle condensation could be reduced by lowering the angles. The wetting agents aid to decrease the contact angle and surface tensions, thereby may contribute to save the formation energy.

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석탄재의 강도 특성에 관하여 (The Strength and Characteristic of PCC Bottom Ash)

  • 신상욱;;정태욱;신방웅
    • 한국지반환경공학회 논문집
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    • 제8권2호
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    • pp.57-63
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    • 2007
  • 석탄재는 석탄이 타고 남은 재로써 물리적 성질은 고은 모래정도이며 입자의 크기는 고은 자갈에서 고운 모래 사이다. 몇 가지 연구에서 석탄재는 건설재료의 하나인 모래와 대체 할 수 있다고 알려져 있다. 본 연구의 목적은 주입 공기 혼합 재를 사용한 석탄재의 혼합토를 직접 건설현장에 사용 하고자 하는데 있다. 실험 결과에 의하면 석탄재 혼합토는 압축, 인장 및 휨강도가 양생기간 초기에는 표준 혼합토보다 낮은 수치를 보이지만 60일이 지난 후엔 표준 혼합토보다 강도가 더 커졌다. 또한 Chloride 이온 통과 실험에서 석탄재의 시료토가 양생 초기에는 적은 저항력의 수치를 보였지만 시간이 흐를수록 강한 저항력을 보였다.

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석탄가스화 발전슬래그를 잔골재로 사용한 콘크리트 Mock-up 부재의 공학적 특성 (Engineering Properties of Concrete Mock-up Using Coal Gasification Slag as Fine Aggregate.)

  • 한준희;이영준;현승용;한민철;윤기원;한천구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 추계 학술논문 발표대회
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    • pp.159-160
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    • 2018
  • In this study, the characteristics of the Mock-up test were reviewed to analyze the applicability of the coal gasification slag (CGS) from the integrated gasification combination Cycle (IGCC) to the concrete fine aggregate. The analysis shows that CGS and crushed sand mix is the best combination of CGS combined with about 50 % of CGS based on the effects of promoting liquidity and strength. This is expected to be a positive factor in securing the strength and flexibility of concrete given the optimal mix of CGS, and may also contribute to the improvement of quality.

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