• 제목/요약/키워드: recycled rubber

검색결과 69건 처리시간 0.02초

재생 FKM Rubber/신재 FKM Rubber 블렌드의 특성 및 응용 (The Characteristics and Application of Virgin FKM Rubber/Recycled FKM Rubber Blend)

  • 박현호;이창섭
    • Elastomers and Composites
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    • 제40권2호
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    • pp.104-111
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    • 2005
  • 고가이면서 고기능성 특수고무의 한 종류인 불소고무(Fluororubber) 신재와 폐 불소고무를 고온 전단분쇄기술로 분말화한 재료(recycled FKM)를 다양한 혼합비로 블렌드물을 제조하고 재생재료의 함량에 따른 블렌드물의 가황 특성, 물리적 성질의 변화를 조사하였으며, 이 블렌드물의 열 및 연료에 대한 물성변화율을 측정하였다. 불소고무(FKM) 신재에 고온 전단분쇄 기술로 제조한 재생 불소재료를 $0{\sim}50$ phr까지 블렌드하여 각종 물성을 측정한 결과, 재생불소고무의 배합조성이 30 phr인 블렌드물이 저가이면서도 분산성, 내열성 및 내연료유성의 물성변화율이 가장 작은 배합구성으로 나타났다.

Mechanical Properties of Polypropylene/Recycled Rubber Blends

  • Axtell, F.H.;Maiseaumsook, T.;Phinyocheep, P.
    • Elastomers and Composites
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    • 제34권3호
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    • pp.212-221
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    • 1999
  • Mechanical properties of polypropylene filled with recycled rubber dusts obtained from the buffing process in sport shoe sole manufacture were investigated. The use of these dusts eliminates the need for the size reduction process which is usually employed in rubber recycling. Two different waxes, polypropylene wax and ethylene vinyl acetate wax, were used in the PP/rubber dust compound. Two different processes, extrusion and injection moulding, were used to study the influence of the blends on the properties. The waxes gave significant improvement in the shaping of the extrudate. It was found that the impact strength of the injection moulded samples were higher than the extruded samples and the virgin PP. The tensile properties (yield stress and modulus) were dependent on the amount of rubber dust addition. An increase in the rubber dust loading gave lower yield stress and modulus.

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폐타이어 분말을 활용한 리사이클 고무 매트의 합성 및 항산화성에 관한 연구 (A Study on Synthesis and Antioxidant Recycled Rubber Mat used Waste Tire Powder)

  • 김기준;이주엽;박태술
    • 한국응용과학기술학회지
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    • 제28권3호
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    • pp.345-350
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    • 2011
  • Antioxidant agent, 1,1,3-tris(2-methyl-4-hydroxy-5-tert-butylphenyl)butane were prepared and investigated the antioxidant activity on recycled rubber mat manufactured with waste tire powder. Mechanical properties of rubber mat are influenced by many factor such as compounding ingredients and state of cure, process of rubber, and fillers. Our study aim is to investigate influence of antioxidant activities on ozone cracking and the thermal aging time. In this work, the degradation of recycled rubber mat was studied and suggested mechanism to involve two-type of degradation, thermal aging and cracking both of which can be contained antioxidant or non-antioxidant agent.

재생 엘라스토머 수지의 기계적 물성과 모폴로지 (Mechanical Properties and Morphology of the Recycled Thermoplastic Elastomer Molding)

  • 노병수;이규호;정영득
    • 소성∙가공
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    • 제16권1호
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    • pp.31-35
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    • 2007
  • Automotive weather strip should have good weather ability, sealability, durability, etc. to perform its duty as body sealing for vehicles under different harsh environments. Due to its comprehensive properties, thermoplastic vulcanizate(TPV) is widely employed in weather strip as alternative for ethylene propylene diene rubber(EPDM). In this study, the influences of the recycled TPV on the tensile strength and hardness were investigated. As results of the injection molding experiment, the recycled TPV's tensile strength and hardness were higher than the virgin TPV and recycled TPV's extension was improve. The morphology showed that recycled TPV's rubber particles became smaller than virgin TPV's rubber particles.

Development of Powder Utilization of Waste Rubber

  • Kim, Jin-Kuk;Lee, Sung-Hyo;Hwang, Sung-Hyuk
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2001년도 The 6th International Symposium of East Asian Resources Recycling Technology
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    • pp.220-224
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    • 2001
  • Waste tires are a significant problem with the increasing in number of automobiles. Therefore, many researches have been studied on this field. Recycling is the one of the popular method aspect to environmental and economical in the treatment methods of the waste tire, which loads that the reuse of scrap tire rubber has been a challenge in the past. However, it is not easy method to melt down and mold into new products because the in rubber is a cross-linked polymer. Most difficulty in recycling is the recycled product is not economic. Therefore, the goal of this study is to develop the high valuable products for reused waste tires. In this paper, we try to make an economic recycled technology using scrapped waste tires. This technology may applied for manufacturing the end products such as a rubber block and a ballast mat for high-speed train.

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Microstructural and mechanical characteristics of self-compacting concrete with waste rubber

  • Hadzima-Nyarko, Marijana;Nyarko, Karlo E.;Djikanovic, Daniela;Brankovic, Goran
    • Structural Engineering and Mechanics
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    • 제78권2호
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    • pp.175-186
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    • 2021
  • Due to the increasing environmental pollution caused by scrap tires, a solution is being sought to recycle and use them in a field of civil engineering, i.e., construction. This paper will provide a brief overview of previous researches that give detailed information on the advantages and disadvantages, considering the microstructural and mechanical characteristics of self-compacting concrete, when waste tire rubber as an aggregate is added. With this aim, a database of 144 different mixtures of self-compacting concrete with partial substitute of natural aggregate with recycled tire rubber (self-compacting rubberized concrete, SCRC) provided by various researchers was created. In this study we show that Gaussian process regression (GPR) modelling is an appropriate method for predicting compressive strength of SCC with recycled tire rubber particles and is in accordance with the results displayed by SEM images.

Fatigue behavior of stud shear connectors in steel and recycled tyre rubber-filled concrete composite beams

  • Han, Qing-Hua;Wang, Yi-Hong;Xu, Jie;Xing, Ying
    • Steel and Composite Structures
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    • 제22권2호
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    • pp.353-368
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    • 2016
  • This paper extends our recent work on the fatigue behavior of stud shear connectors in steel and recycled tyre rubber-filled concrete (RRFC) composite beams. A series of 16 fatigue push-out tests were conducted using a hydraulic servo testing machine. Three different recycled tyre rubber contents of concrete, 0%, 5% and 10%, were adopted as main variable parameters. Stress amplitudes and the diameters of studs were also taken into consideration in the tests. The results show that the fatigue lives of studs in 5% and 10% RRFC were 1.6 and 2.0 times greater of those in normal concrete, respectively. At the same time, the ultimate residual slips' values of stud increased in RRFC to highlight its better ductility. The average ultimate residual slip value of the studs was found to be equal to a quarter of studs' diameter. It had also been proved that stress amplitude was inversely proportional to the fatigue life of studs. Moreover, the fatigue lives of studs with large diameter were slightly shorter than those of smaller ones and using larger ones had the risk of tearing off the base metal. Finally, the comparison between test results and three national codes was discussed.

Static push-out test on steel and recycled tire rubber-filled concrete composite beams

  • Han, Qing-Hua;Xu, Jie;Xing, Ying;Li, Zi-Lin
    • Steel and Composite Structures
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    • 제19권4호
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    • pp.843-860
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    • 2015
  • Recycled tire rubber-filled concrete (RRFC) is employed into the steel-concrete composite structures due to its good ductility and crack resistance. Push-out tests were conducted to investigate the static behavior of steel and rubber-filled concrete composite beam with different rubber mixed concrete and studs. The results of the experimental investigations show that large studs lead a higher ultimate strength but worse ductility in normal concrete. Rubber particles in RRFC were shown to have little effect on shear strength when the compressive strength was equal to that of normal concrete, but can have a better ductility for studs in rubber-filled concrete. This improvement is more obvious for the composite beam with large stud to make good use of the high strength. Besides that the uplift of concrete slabs can be increased and the quantity and width of cracks can be reduced by RRFC efficiently. Based on the test result, a modified empirical equation of ultimate slip was proposed to take not only the compressive strength, but also the ductility of the concrete into consideration.