• 제목/요약/키워드: recycled materials

검색결과 914건 처리시간 0.028초

재활용 석고 부산물을 이용한 준불연 유무기 융합 단열재 개발 연구 (Development of Organic-Inorganic Hybrid Insulating Materials with Semi-Non-Combustible Using by Recycling Gypsum)

  • 하주연;신현규;송태협
    • 한국건설순환자원학회논문집
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    • 제7권4호
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    • pp.431-437
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    • 2019
  • 본 연구는 유기계 기재에 무기계 바인더 소재를 함침시킴으로써 유기계 수준의 경제성을 가지며 우수한 단열성능 및 화재 안전성을 보유한 유무기 융합형 단열재 개발을 목적으로 한다. 유기계 기재는 폴리우레탄 소재의 상용 스펀지를 사용하였고, 함침용 무기 바인더 용액은 재활용 석고 부산물에 물과 첨가제를 혼합하여 제조하였다. 개발 소재의 성능평가 결과 열전도율 0.051W/mK 이하의 우수한 단열성능 뿐만 아니라 국토교통부 고시 제 2015-744호 기준에 명시된 준불연 재료임을 확인할 수 있었다. 또한 본 개발 소재는 제조 공정 과정에서 밀도 제어에 따른 열전도율 및 난연성 조절이 가능하여 다양한 용도의 단열재에 적용 가능할 것으로 판단된다.

폐도자기를 골재로 이용한 콘크리트의 특성 (Properties of Concrete Using Waste Pottery and Porcelain as Aggregates)

  • 강성구;이완조;황인동;박성;정윤중
    • 한국세라믹학회지
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    • 제42권2호
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    • pp.99-103
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    • 2005
  • 현재 국내에서 많은 양의 도자기 폐기물이 발생하고 있으며, 이들 폐기물은 경제적 이득과 환경 보전의 차원에서 재활용하는 방안이 모색되어져야 한다. 따라서, 본 연구에서는 도자기 폐기물을 콘크리트용 골재로 이용하여 폐도자기의 재활용성을 검증하고자 하였다. 폐도자기 재활용 골재(recycled aggregate)의 품질을 부순 골재(crushed aggregate)와 비교 분석하였으며, 부순 골재 단독 콘크리트와 재활용 골재가 비례대로 치환된 콘크리트의 물리적 특성을 비교 분석하였다. 실험 결과 재활용 폐도자기의 비율이 $10\%,\;20\%$, 그리고 $30\%$까지는 압축강도에 작은 영향을 미쳤지만, 재활용 폐도자기의 비율이 $30\%$ 이상 증가할수록 압축강도는 급격히 감소하였으며, 홉수율은 증가하였다. 실험 결과에 따르면, 일정한 압축강도를 지니는 폐도자기 재활용 콘크리트의 제조를 위해서 대체 가능한 재활용 골재의 최대 함량은 $30\%$임을 확인 할 수 있었다.

Performance of one-part alkali activated recycled ceramic tile/fine soil binders

  • Mawlod, Arass Omer
    • Advances in concrete construction
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    • 제10권4호
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    • pp.311-317
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    • 2020
  • Performance of Sustainable materials continues through using of recycled waste construction materials to minimize the utilization of the natural resources. The cement industry is a major source of CO2 in the atmosphere which is the main cause of global warming. Replacement of OPC with other sustainable cementitious materials has been the most interesting area of researches. This investigation focuses on the properties of alkali-activated mortar with the different replacement ratios of ceramic tile powder (CTP) by fine soil powder (FSP) (0 to 100)% and different molarities of sodium hydroxide concentrations. The experimental program was conducted by examining the compressive strength, water absorption, and water sorptivity. The results showed that the compressive strength of the specimens at age of (28, 56, and 90 days) increases with an increase in the amount of fine soil powder content and decreases at the age of 120 days. Also, minimum water absorption at the age of 90 days was found in the mixes containing 100% fine soil powder. However, fine soil powder replacement had a negative effect on the sorptivity and water absorption values at the age of 120 days. On the other hand, the 12M sodium hydroxide concentration was considered the optimum concentration compared to other concentrations.

A Few Remarks on the Alkali-aggregate Reaction of Recycled-glass Concrete

  • Inada, Yoshinori;Kinoshita, Naoki;Matsushita, Seigo
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2001년도 The 6th International Symposium of East Asian Resources Recycling Technology
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    • pp.549-554
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    • 2001
  • The authors have proposed that waste glass, which is crushed to pieces, can be used as a concrete aggregate. At the present time, recycled-glass concrete is used for sidewalk concrete blocks and pavement as glass is ornamental. However, in cases where recycled-glass concrete is used for structural concrete, strength and durability are required as structural concrete is exposed to the weather. Glass that is used generally is a mixture of SiO$_2$, Na$_2$O and CaO. SiO$_2$is the most likely cause of alkali-aggregate reaction when waste glass was used for concrete aggregate. In this study, an alkali-aggregate reaction test that is one of the important tests related to durability of aggregate was carried out far discussion of utilization of waste glass for concrete aggregate. From the results of the tests, it is found that glass is a reactive aggregate. The pessimum proportion of glass is about 75%. Then the cases of using fly ash, blast furnace slag and artificial zeolite for admixture materials were also examined for the purpose of prevention of alkali-aggregate reaction. from the results of the test, it was found that using them is an effective way to prevent alkali-aggregate reaction. The compressive strength in the cases of using admixture materials is larger than that without admixture materials.

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강도 개선을 위한 분급된 OCC펄프의 고농도 펄핑 처리 기술 (High Consistency Pulping Treatment of Fractionated OCC Pulp for Improving Strength)

  • 허용대;이상길;이학래;윤혜정
    • 펄프종이기술
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    • 제37권4호통권112호
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    • pp.18-25
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    • 2005
  • The mechanical strength is the prime requisite for linerboard and corrugating mediums. Repeatedly recycled OCC fibers show less suitable property for papermaking mostly due to hornification and reduced fiber length. To overcome these problems many researches including fractionation, enzymatic treatment, and chemical or mechanical treatments of fibers have been carried out. In this study, the effect of mechanical treatment by high consistency pulping on the characteristics of recycled fibers as well as mechanical properties of sheets were investigated. Results on the strength properties of handsheets made of recycled fibers that were treated to same freeness level by beating and high consistency pulping, respectively, showed that beating treatment was more efficient in improving strength. Drainage and recycling potential of the fibers treated by high consistency pulping, however, were expected to be superior to beating because fines content and fiber length didn't change significantly.

순환골재와 쇄석을 이용한 연직배수재의 실내모형실험 (Full-Scale Model Test of Vertical Drain Materials using Recycled Aggregates and Crushed Stone)

  • 이달원;이정준
    • 한국농공학회논문집
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    • 제54권5호
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    • pp.103-111
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    • 2012
  • In this study, the full-scale laboratory model test on utilization of recycled aggregates and crushed stone as vertical drains to use an alternative material of sand in soft ground is performed. The settlement and pore water pressure were measured to evaluate the discharge capacity and filed application, and the results were compared and analyzed through the finite element method. The measured and estimated settlement in all vertical drain materials decreases gradually with the load increase. The measured settlement 6.55~8.63 mm, and the estimated by the Hyperbolic model was 7.45~7.92 mm. So the model used for the analysis can be applied to the settlement estimation of the actual field. The variations of pore water pressure with time showed constantly regardless of the load in all vertical drainage materials. The pore water pressure was similarity to that of sand after rapid drawdown. Therefore, it was applicable to the field because discharge capacity was enough to be an alternative material to the sand which had been being used as the vertical drains.

충전재 종류에 따른 PET재활용 폴리머콘크리트의 황산부식에 대한 강도 특성 (Strength Characteristics on Sulfuric Acid Corrosion of Recycled PET Polymer Concrete with Different Fillers)

  • 조병완;신경철;박승국
    • 콘크리트학회논문집
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    • 제17권4호
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    • pp.499-504
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    • 2005
  • 폴리머콘크리트는 시멘트 콘크리트에 비해 강도와 내구성에 탁월한 성능을 가지고 있지 때문에 건설현장에서도 다양한 용도로 개발되어 널리 사용되고 있다. 그러나 폴리머콘크리트는 그 결합재로 쓰이는 수지의 가격이 높아 경제적인 면에서는 다소 불리하여 기존의 수지를 대체할 수 있는 결합재에 관한 연구가 진행되고 있다. PET를 재활용한 폴리머콘크리트는 산업폐기물을 재활용하여 경제적인 건설 신소재를 개발할 수 있어 그 영역이 점차 확대될 것으로 전망된다. 본 연구에서는 하수관거 및 폐수 시설 등에서 발생하고 있는 황산에 의한 피해를 줄이기 위한 방법의 일환으로 충전재 변화에 따른 PET 재활용 폴리머콘크리트의 황산에 의한 침식 실험을 실시하였다. 실험 결과 충전재로 중탄산칼슘을 사용한 경우는 외형 및 표면 상태에서 부식의 흔적이 있었으며, 중량 변화 및 강도 변화에서도 장기간 부식 환경에 노출 될 경우 문제점을 야기할 수 있음을 확인할 수 있었다. 반면에 충전재로 플라이애쉬를 사용한 경우는 중량변화 및 강도 변화가 적었으며 외형에서도 침지하지 않은 실험체와 거의 변화가 없었다. 이것은 플라이애쉬의 입자의 밀실 충전효과와, 강한 유리질결정체로 구성된 입자 때문인 것으로 판단된다. 따라서, 하수관거, 공장 폐수시설등 부식 환경 하에서의 구조물에서는 플라이애쉬를 충전재로 사용한 폴리머콘크리트의 사용이 적절한 것으로 나타났다.

재생골재를 사용한 콘크리트의 강도에 미치는 포졸란 시멘트 효과 (Effect of the Pozzolanic Cement on Concrete Strengths with Recycled Aggregate)

  • 문대중;임남웅;김양배
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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    • pp.217-220
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    • 2001
  • Due to the tendency of increase in demolished-concrete produced by alteration and deterioration of concrete structures, recycling of those demolished-concrete is necessary to solve the exhaustion of natural aggregate, in order to save resources and protect environment, especially being want of resources in Korea. For this purpose, concrete made with the pozzolanic cement and recycled aggregate was tested for compressive and tensile strength. The pozzolanic cement was a mixture of OPC(Ordinary Portland Cement) and pozzolans such as fly ash, other siliceous materials and early rapid hardening cement(ERC). It was found that the compressive strength of the pozzolanic cement was enhanced when 0.75% of ERC was dozed, as compared with OPC mortar. It was also shown that compressive and tensile strength of concrete with recycled aggregate and pozzolanic cement were higher than those of concrete with crushed stones and OPC. It was concluded that the pozzolanic cement influenced on the increase of concrete strengths with recycled aggregate.

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Mechanical and Hygroscopic Behaviour of Teak Wood Sawdust Filled Recycled Polypropylene Composites

  • Yadav, Anil Kumar;Srivastava, Rajeev
    • Composites Research
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    • 제31권5호
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    • pp.202-208
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    • 2018
  • In this paper, mechanical and hygroscopic properties of teak sawdust and recycled polypropylene (RPP) composites are evaluated and compared with virgin polypropylene (VPP) matrix based composites. Verities of composites are prepared by variation in the plastic types, wood plastic ratio and the addition of coupling agent in the formulations. Mixing of wood sawdust and polypropylene is done by a twin screw extruder, and then sheets of wood plastic composites (WPCs) are produced by using the compression molding method. The results show that recycled matrix composites exhibit better tensile, flexural strength with low impact strength than virgin matrix based composites. Recycled composites show low water absorption and thickness of swelling than virgin matrix based composites. The results confirm that wood content in the polymer matrix affects the performance of composites while presence maleated polypropylene (MAPP) improves the properties of the composites significantly. Developed RPP matrix composites are as useful as VPP matrix composites and have the potential to replace the wood and plastics products without any adverse effect of the plastics on the environment.

폐콘크리트를 이용한 건자재 상품화 개발은 위한 연구 (A Study for Developing Construction Goods by Waste-Concrete)

  • 남기룡;서치호;이광명;이건영;최경선
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1996년도 가을 학술발표회 논문집
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    • pp.64-69
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    • 1996
  • As Waste-concretes generated in construction field are increasing, it is becoming difficult and expensive to dispose them. For environmental reasons, many attempts have been made to find ways of reusing these materials. However, very little waste-concrete is currently recycled or reused anywhere on the world. Recycled concrete is mainly used as nonstabilized base of sub-base in highway construction. In this study, in order to promote the reuse of the waste-concretes, no-fines concrete blocks using recycled concrete aggregates were produced and their properties are evaluated. From the test results about strengths, pemeability, and durability, it is known that to use recycled aggregates for construction goods is promising and economical.

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