• 제목/요약/키워드: Waste glass/cement

검색결과 56건 처리시간 0.024초

LCD 폐유리 미분말을 사용한 콘크리트의 염해내구성 평가 (Durability Performance Evaluations on Resistance to Chloride Attack for Concrete Using LCD Waste Glass Powder)

  • 김성겸;이광운;송재호;장일영
    • 한국건설순환자원학회논문집
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    • 제6권4호
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    • pp.289-296
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    • 2018
  • 본 연구에서는 LCD 산업의 발전으로 인하여 제조 공정으로부터 발생되는 산업폐기물인 LCD 폐유리 미분말을 활용하여 시멘트 대체재로서 활용 가능성과 성능을 평가하였다. 실험은 OPC와 $5{\mu}m$의 입경을 가진 LCD 폐유리 $12{\mu}m$의 입경을 가진 LCD 폐유리를 각각 10%, 20% 시멘트와 치환하고 제작하여 실험을 통해 콘크리트의 기초 물성 및 역학적 특성 그리고 내구성 평가를 실시하였다. 실험결과 압축강도에서 20%에 비해 10%의 치환율에서 높은 강도가 나타났으며. 입경이 낮을수록 높은 강도를 보였다. 내구성 평가는 염소 이온 확산계수를 통하여 염화물 침투성능을 평가하였는데, 치환율이 높을수록 그리고 입경이 작을수록 낮은 염소 이온 확산계수가 나타내었고, 모든 치환율에서 OPC 보다 좋은 결과값을 나타내었다. 결국 낮은 조립율 및 적정 혼입율을 갖는 LCD 폐유리 콘크리트는 염해환경 하 내구성 확보에 유리한 재료라 판단된다.

폐유리발포비드를 혼입한 고강도 시멘트 복합체의 수화 특성 (Hydration Properties of High-strength Cementitious Composites Incorporating Waste Glass Beads)

  • 편수정;김규용;이상수;남정수
    • 한국건설순환자원학회논문집
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    • 제10권1호
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    • pp.74-79
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    • 2022
  • 본 연구에서는 고강도 콘크리트 및 시멘트 복합체의 밀실한 내부 구조로 인한 급격한 내부 습도 저하 및 수화도 저하 등의 영향을 파악하고자 하였다. 내부 Si 수화도 변화 검증을 위해 폐유리발포비드를 경량골재로 사용하였으며, 중장기에 걸쳐 내부 미반응 수화물의 저감 및 수화물 형성 경향을 파악하였다. 폐유리발포비드는 5, 10, 20 % 혼입되었으며 프리웨팅하여 사용하였다. 폐유리발포비드의 혼입률이 증가함에 따라 강도는 감소하는 경향을 보였다. 이와 함께 XRD 분석, TGA 분석 및 Si NMR 분석을 통해 프리웨팅된 폐유리발포비드의 혼입량이 내부에 증가할 때, 페이스트에 수분이 공급되는 것으로 내부 Si의 수화 정도는 달라지는 것으로 판단된다.

Axial strength of FRP-reinforced geopolymeric concrete members: A step towards sustainable construction

  • Mohamed Hechmi El Ouni;Ali Raza;Bisma Khalid;Afzal Ahmed;Muhammad Sohail Jameel;Yasser Alashker
    • Structural Engineering and Mechanics
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    • 제86권5호
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    • pp.687-704
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    • 2023
  • This study aims to examine the structural response of glass fibre-reinforced polymer (Glass-FRP) reinforced geopolymer electronic waste aggregate concrete (GEWC) compression elements under axial compression for sustainable development. The research includes the fabrication of nine GEWC circular compression elements with different reinforcement ratios and a 3-D nonlinear finite element model using ABAQUS. The study involves a detailed parametric analysis to examine the impact of various parameters on the behavior of GEWC compression elements. The results indicate that reducing the vertical distance of glass-FRP ties improves the ductility of GEWC compression elements, and those with eight longitudinal rebars have higher axial load-carrying capacities. The finite element predictions were in good agreement with the testing results, and the put forwarded empirical model shows higher accuracy than previous models by involving the confinement effect of lateral glass-FRP ties on the axial strength of GEWC compression elements. This research work contributes to minimizing the carbon footprint of cement manufacturing and electronic waste materials for sustainable development.

Study on Water Resistance of Environmentally Friendly Magnesium Oxychloride Cement for Waste Wood Solidification

  • Zhang, Feng-Jun;Sun, Xian-Yang;Li, Xuan;Zhang, Dan;Xie, Wen- Jie;Liu, Jin;Oh, Won-Chun
    • 한국세라믹학회지
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    • 제55권5호
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    • pp.446-451
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    • 2018
  • In this study, different formulations of magnesium oxide and various modifiers (phosphoric acid, ferrous sulfate, pure acrylic emulsion, silicone acrylic emulsion, glass fiber, and polypropylene fiber) were used to prepare magnesium oxychloride cement composites. The compressive strength of the magnesium oxychloride cement was tested, and the softening coefficients of the composites after soaking in water were also calculated. The results showed that a magnesium oxychloride cement sample could not be coagulated when the MgO activity was 24.3%, but the coagulation effect of the magnesium oxide cement sample was excellent when the MgO activity was 69.5%. While pure acrylic emulsion, silicon-acrylic emulsion, and glass fiber showed insignificant modification effects on the magnesium oxychloride cement, ferrous sulfate heptahydrate, phosphoric acid, and polypropylene fiber could effectively improve its water resistance and compressive strength. When the phosphoric acid, ferrous sulfate heptahydrate, and polypropylene fiber contents were 0.47%, 0.73%, and 0.25%, respectively, the softening coefficient of a composite soaked in water reached 0.93 after 7 days, and the compressive strength reached 64.3 MPa.

플라이애시와 폐유리 미분말을 혼합한 시멘트 ZERO 모르타르의 강도특성 (The Strength Characteristics of Cement ZERO Mortar Mixing Waste Glass Powder and Fly Ash as Binder)

  • 강현진;고경택;류금성;이장화;박정준
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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    • pp.649-652
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    • 2008
  • 유리는 흔히 재활용되어 사용되는 것이 일반적이나 유리를 재활용하기 위하여 파쇄 및 분쇄하는 과정에서 유리 미분말이 발생하게 된다. 이러한 폐유리 미분말은 대부분 매립에 의존하고 있으며, 구성성분은 SiO$_2$가 73%, Al$_2$O$_3$가 16%로 중합반응에 필요한 성분이 다량으로 포함되어 있어 플라이애시보다 중합반응에 필요한 원소를 다량 포함하고 있다. 본 연구에서는 플라이애시 100% 사용 모르타르에 폐유리 미분말을 5$\sim$15% 혼합한 시멘트 ZERO 모르타르의 유동성 및 압축강도를 검토하였다. 플로우실험결과 폐유리 미분말의 혼합률은 작업성에 영향을 미치지 않는 것으로 나타났다. 압축강도 실험결과 폐유리 미분말을 5% 혼합한 경우 재령 28일 압축강도가 약 6%정도 상승하였으나 폐유리 미분말을 10% 혼합한 경우에는 기준배합과 동일하고, 15%를 혼합한 경우 약 6% 정도의 압축강도가 감소하였다. 이상의 결과를 요약하면, 폐유리 미분말을 사용할 경우 5$\sim$10%를 혼합 사용하는 것이 가장 적절할 것으로 사료된다.

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Low & Intermediate Level Radioactive Waste Vitrification Using Plasma Arc Melting Technology

  • Min Byeong-Yeon
    • Nuclear Engineering and Technology
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    • 제35권5호
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    • pp.482-496
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    • 2003
  • effectiveness of the PAM graphite-electrode technology for the treatment of many types of low-level radioactive waste including : combustible material, solidified resins in cement, inorganic materials, steel, glass, and solidified boric acid cement. The objectives of PAM-200 evaluation were to verify that 1) the facility meets air emission regulations, 2) the facility can be safely operated when processing hazardous and radioactive materials and 3) satisfactory final waste forms can be produced. Results, derived from KAERI's(Korea Atomic Energy Research Institute) analyses for samples of vitrified product, scrubbing solution and offgas collected during test period, show that PAM-200 can treat radioactive wastes as well as hazardous wastes with toxic constituents and radionuclides contained in the offgas exiting from the stack to the environment controlled to be far lower than the limit regulated by air conservation law and atomic law.

Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures

  • Sharifi, Yasser;Afshoon, Iman;Firoozjaei, Zeinab;Momeni, Amin
    • International Journal of Concrete Structures and Materials
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    • 제10권3호
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    • pp.337-353
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    • 2016
  • The successful completion of the present research would be achieved using ground waste glass (GWG) microparticles in self-consolidating concrete (SCC). Here, the influences of GWG microparticles as cementing material on mechanical and durability response properties of SCC are investigated. The aim of this study is to investigate the hardened mechanical properties, percentage of water absorption, free drying shrinkage, unit weight and Alkali Silica Reaction (ASR) of binary blended concrete with partial replacement of cement by 5, 10, 15, 20, 25 and 30 wt% of GWG microparticles. Besides, slump flow, V-funnel, L-box, J-ring, GTM screen stability, visual stability index (VSI), setting time and air content tests were also performed as workability of fresh concrete indicators. The results show that the workability of fresh concrete was increased by increasing the content of GWG microparticles. The results showed that using GWG microparticles up to maximum replacement of 15 % produces concrete with improved hardened strengths. From the results, when the amount of GWG increased there was a gradual decrease in ASR expansion. Results showed that it is possible to successfully produce SCC with GWG as cementing material in terms of workability, durability and hardened properties.

Effect of activator types on cement mortar with polymeric aluminum chloride waste residue

  • Ping Xu;Yuhao Cui;Dong Han;Minxia Zhang;Yahong Ding
    • Advances in concrete construction
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    • 제15권3호
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    • pp.149-159
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    • 2023
  • Water glass (WG) and sodium sulfate (SS) were used to prepare polymeric aluminum chloride residue cement mortar (PACRM) by single and compound blending with polymeric aluminum chloride waste residue, respectively. The structural strength and textural characteristics examinations showed that PACRM consistency increased by incorporating WG, but decreased by incorporating SS. When WG and SS were compounded, the mortar consistency initially rose before falling. The compressive strength of PACRM increased and then decreased as WG was increased. The mechanical properties of PACRM were better enhanced by SS than WG, showing no strength deterioration. The main reason for the improved mechanical properties of polymeric aluminum chloride waste residue in the presence of activators is the increased precipitation of reactive substances, such as C-S-H gels, calcium silica, and Ca(OH)2. The density of the specimens with PACRM and the degree of aggregation of hydration products were significantly enhanced by generating more hydration products in the mortar. Further, the cracks and pores were significantly reduced, and the matrix structure was continuous and dense at 5% SS doping and 3% compound doping.