• 제목/요약/키워드: two stage mixing approach

검색결과 12건 처리시간 0.021초

Sustainable self compacting acid and sulphate resistance RAC by two stage mixing approaches

  • Rajhans, Puja;Kisku, Nishikant;Nayak, Sanket;Panda, Sarat Kumar
    • Advances in concrete construction
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    • 제9권1호
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    • pp.55-70
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    • 2020
  • In this research article, acid resistance, sulphate resistance and sorptivity of self compacted concrete (SCC) prepared from C&D waste have been discussed. To improve the above properties of self compacted recycled aggregate concrete (SCRAC) along with mechanical and durability properties, different two stage mixing approaches (TSMA and TSMAsfc) were followed. In the proposed two stage mixing approach (TSMAsfc), silica fume, a proportional amount of cement and a proportional amount of water were mixed in premix stage which fills the pores and cracks of recycled aggregate concrete (RAC). The concrete specimen prepared using above mixing approaches were immersed in 1% concentration of sulphuric acid (H2SO4) and magnesium sulphate (MgSO4) solution for 28, 90 and 180 days for evaluating the acid resistance of SCRAC. Experimental results concluded that the proposed two stage mixing approach (TSMAsfc) is most suitable for acid resistance and sulphate resistance in terms of weight loss and strength loss due to the elimination of pores and cracks in the interfacial transition zone (ITZ). In modified two stage mixing approach, the pores and cracks of recycled concrete aggregate (RCA) were filled up and make ITZs of SCRAC stronger. Microstructure analysis was carried out to justify the reason of improvement of ITZs by electron probe micro analyser (EPMA) analysis. X-ray mapping was also done to know the presence of strength contributing elements presents in the concrete sample. It was established that SCRAC with modified mixing approach have shown improved results in terms of acid resistance, sulphate resistance, sorptivity and mechanical properties.

2단계 배합을 사용한 순환잔골재 혼입 고성능 시멘트 모르타르의 내화성능 연구 (Investigation on Fire Resistance of High-Performance Cement Motar with Recycled Fine Aggregate Mixed by Two-Stage Mixing Approach)

  • 박성환;최준호;이치영;구민성;정철우
    • 한국건설순환자원학회논문집
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    • 제10권1호
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    • pp.23-29
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    • 2022
  • 본 연구는 천연골재 부족사태에 대응하기 위한 방법으로, 콘크리트 구조물에 구조용 골재로서 순환골재의 재활용 가능성을 확인하기 위하여 진행되었다. Tam et al.에 의해 개발된 2단계 배합은 별도의 설비 등의 추가 없이 순환골재 혼입 시멘트 복합체의 역학적 성능을 향상시킬 수 있는 방법으로 알려져 있는데, 본 연구에서는 선행연구에서 확인한 개선된 형태의 2단계 배합방법을 활용하여 순환잔골재 혼입 모르타르 시험체를 제작하고, 이를 통해 배합방법의 차이가 순환잔골재 혼입 고강도 모르타르의 압축강도 및 내화성능에 미치는 영향을 확인하고자 하였다. 실험결과에 따르면 순환잔골재 사용시 일반배합 보다 2단계 배합방법을 활용하는 것이 순환잔골재 혼입 모르타르의 강도발현에 더욱 효과적인 것으로 나타났으며, 600 ℃ 및 900 ℃의 고온에 노출시켜 역학적 성능의 변화를 확인한 결과 2단계 배합을 활용하는 경우 모르타르의 잔존강도가 일반배합을 활용한 모르타르의 잔존강도보다 높게 나타나는 결과를 보였다. 이는 2단계 배합의 적극적 활용을 통해서, 순환잔골재로 고성능 시멘트 복합체의 제조가 가능함을 의미한다.

2단계 배합방법이 순환잔골재 혼입 모르타르의 압축강도에 미치는 영향 (Contribution of Two-Stage Mixing Approach on Compressive Strength of Mortar Made of Recycled Fine Aggregate)

  • 김유진;김규원;정철우
    • 한국건설순환자원학회논문집
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    • 제8권4호
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    • pp.490-497
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    • 2020
  • 본 연구는 순환잔골재의 사용 촉진을 위한 궁극의 해결방안 중 하나인 구조용 콘크리트의 골재로 사용될 수 있는 가능성을 확인하기 위하여 진행되었다. 순환잔골재의 함수상태 변화에 따라, 2단계 배합방법 및 변형된 형태의 2단계 배합방법을 적용한 모르타르의 강도가 세척사로 제조된 일반배합 모르타르의 강도에 근접하는지를 확인하여, 2단계 배합의 활용성을 증명하고자 하였다. 본 연구의 결과에 따르면, 골재의 함수상태에 의한 영향은 물시멘트비 0.3인 경우에만 발현되었고, 물시멘트비 0.5인 경우에는 명확한 경향을 찾을 수 없었으나, 2단계 배합방법이 순환잔골재 혼입 모르타르의 강도증진에 기여할 수 있는 가능성은 확인하였다. 또한 기존의 2단계 배합방법에 비해 시멘트 페이스트를 먼저 배합한 후, 순환잔골재를 투입한 변형된 형태의 2단계 배합방법을 활용하는 것이 순환잔골재 혼입 모르타르의 강도발현에 더욱 효과적인 것으로 나타났다.

TSMA 방법을 이용한 순환 굵은골재 콘크리트의 기계적 성능 (Mechanical Properties of Recycled Coarse Aggregate concrete using Two-Stage Mixing Approach)

  • 권성준;임희섭;이한승;임명관
    • 한국구조물진단유지관리공학회 논문집
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    • 제22권4호
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    • pp.60-67
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    • 2018
  • 본 논문은 콘크리트 배합 방식(NMA, TSMA1, TSMA2)에 따른 순환 굵은골재 치환량에 따른 콘크리트의 기계적 성능을 비교 평가하였다. 실험은 순환 굵은골재를 0%, 50%, 100%로 3수준으로 콘크리트의 배합 방식에 따라 실험을 진행하였다. 굳지 않은 콘크리트에서는 공기량, 슬럼프, 단위용적질량 실험을 진행하였으며, 경화 콘크리트에서는 압축강도 및 휨강도 시험을 진행하였다. 본 연구의 실험결과 NMA 방식과 비교하여 TSMA 방식에서 강도 저하가 나타나고 있음을 확인할 수 있었다. 하지만, 이는 순환 굵은골재가 다량 치환됨에 따른 것으로 사료된다. 순환 굵은골재가 다량 치환됨에 따라 슬럼프 증진, 공기량 증진, 강도 저하가 나타남을 확인하였다.

2단계 배합방법으로 제조된 순환굵은골재 콘크리트의 장기재령 역학적 성능 및 내구성 평가 (Evaluation on Long-term Mechanical Performance and Durability of Recycled Coarse Aggregate Concrete Produced by Two-stage Mixing Approach)

  • 허성욱;손정진;정철우;김영찬
    • 한국건설순환자원학회논문집
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    • 제10권4호
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    • pp.475-481
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    • 2022
  • 순환골재는 생산과정에서 발생하는 미세균열 및 순환골재 표면에 존재하는 시멘트 페이스트 성분의 존재로 인해, 천연골재에 비해 높은 흡수율을 가지며, 이로 인해 콘크리트에 골재로서 사용할 경우 작업성 저하, 강도의 저하 등의 문제가 발생하게 된다. 골재의 수급이 점점 어려워지고 있는 현 상황에, 골재 수급의 대안이 될 수 있는 순환골재를 적극적으로 활용하기 위한 방법으로, 본 연구에서는 Tam et al.이 제안한 2단계 배합과정을 활용하였고, 이를 이용해 제조한 콘크리트의 압축강도, 탄성계수, 및 염소이온 확산계수를 일반 배합과정을 적용한 천연골재 콘크리트 및 100 % 치환율의 순환골재 콘크리트와 비교 분석하였다. 실험 결과에 따르면, 압축강도와 탄성계수는 물시멘트비에 관계없이, 2단계 배합방법으로 제작한 순환골재 콘크리트가 일반배합과정으로 배합된 순환골재 콘크리트에 비해 높게 나타났으며, 천연골재 콘크리트에 근접하는 역학적 성능을 발휘하였다. 그러나 염소이온 확산계수의 경우 순환골재 콘크리트가 천연골재 콘크리트보다 높게 측정되었으며, 2단계 배합과정의 적용에 따른 염소이온 확산계수의 감소는 확인할 수 없어, 2단계 배합이 내구성에는 크게 기여하지 않는 것으로 판단된다.

다단축류압축기내의 천음속 점성유동에 대한 삼차원 수치해석 (The Calculation of Three-Dimensional Viscous Flow in a Transonic, Multi-Stage Axial Compressor)

  • 이형욱;김광용
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 1998년도 춘계 학술대회논문집
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    • pp.181-189
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    • 1998
  • A numerical study based on the three-dimensional Reynolds averaged Navier-Stokes equations is presented to analyze the transonic flowfield through two-stage axial compressor. Explicit four-step Runge-Kutta scheme is used for solution algorithm, and local time step and implicit residual averaging are introduced for enhancing the convergency. Artificial dissipation model is adopted to assure the stability of solution. The solver is coupled with Baldwin-Lomax model to describe turbulence. To avoid calculating the unsteady flow, a mixing process is modeled at a station between rotating and stationary blade rows. Results show a variety of important physical phenomena. Comparison of the flowfields with and without tip clearance shows that the effect is considerable in this flowfield. Comparisons with experimental data carried out to validate the calculational results show reasonable agreements. Some remedies are also suggested to improve the revealed problems.

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공항 활주로 포장용 친환경 콘크리트의 활용 방법 (A Sustainable Concrete for Airfield Rigid Pavements)

  • 살라스-몬토야 안드레스;정철우
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.23-24
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    • 2021
  • The use of recycled concrete aggregates (RCA) as a substitute for natural aggregates in new concrete produces both economic and environmental advantages. Most of the RCA applications for pavements have been primarily applied to support layers for roads and airfields. This paper summarizes a work completed at the University of Illinois in partnership with the O'Hare Modernization Program to examine the effect of coarse and fine RCA on the concrete's fresh and hardened properties for airfield rigid pavement applications. Ten different RCA concrete mixtures were prepared with the incorporation of different percentages of RCA fines as well as replacement of cement with high volume percentages of supplementary cementitious materials such as Class C fly ash and ground granulated blast furnace slag to improve the workability and long-term properties of RCA concrete. All the mixes on this stage included 100% recycled coarse aggregates and the Two-Stage Mixing Approach was used as a mixing procedure. Based on the results obtained in the research, mixes with high percentages of recycled fine and coarse aggregates could be used for construction of airfield concrete pavements in conjunction with supplementary cementitious materials

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Assessment of Fatigue and Fracture on a Tee-Junction of LMFBR Piping Under Thermal Striping Phenomenon

  • Lee, Hyeong-Yeon;Kim, Jong-Bum;Bong Yoo
    • Nuclear Engineering and Technology
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    • 제31권3호
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    • pp.267-275
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    • 1999
  • This paper deals with the industrial problem of thermal striping damage on the French prototype fast breeder reactor, Phenix and it was studied in coordination with the research program of IAEA. The thermomechanical and fracture mechanics evaluation procedure of thermal striping damage on the tee-junction of the secondary piping using Green's function method and standard FEM is presented. The thermohydraulic(T/H) loading condition used in the present analysis is the random type thermal loads computed by T/H analysis on the turbulent mixing of the two flows with different temperatures. The thermomechanical fatigue damage was evaluated according to ASME code section 111 subsection NH. The results of the fatigue analysis showed that fatigue failure would occur at the welded joint within 90,000 hours of operation. The assessment for the fracture behavior of the welded joint showed that the crack would be initiated at an early stage in the operation. It took 42,698.9 hours for the crack to propagate up to 5 mm along the thickness direction. After then, however, the instability analysis, using tearing modulus, showed that the crack would be arrested, which was in agreement with the actual observation of the crack. An efficient analysis procedure using Green's function approach for the crack propagation problem under random type load was proposed in this study. The analysis results showed good agreement with those of the practical observations.

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Development of Poly(methyl methacrylate)-Clay Nanocomposites by Using Power Ultrasonic Wave

  • Ryu, Joung Gul;Lee, Jae Wook;Kim, Hyungsu
    • Macromolecular Research
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    • 제10권4호
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    • pp.187-193
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    • 2002
  • Several methods have been used to synthesize polymer-clay nanocomposites. In-situ polymerization with clay belongs to a classical way to develop nano-structured materials, while melt intercalation is being recognized as another useful approach due to its versatility and environmentally benign character. In this research, we prepared polymer-clay nanocomposites based on the poly (methyl methacrylate) and organically modified montmorillonite via two-stage sonication process. According to the unique mode of power ultrasonic wave, the sonication during processing led to enhanced breakup of the clay agglomerates and reduction in size of the dispersed phase. Optimum conditions to form stable exfoliated nanocomposites were studied for various compositions and conditions. It was found that a novel attempt carried out in this study yielded further improvement in the mechanical performance of the nanocomposites compared to those produced by the conventional melt mixing process, as revealed by DMA, XRD and TEM. And rheological properties of nanocomposites were measured by ARES. As a result, sonicated PMMA-clay nanocomposites exhibits enhanced properties such as storage modulus and thermal stability than that of neat PMMA.