• Title/Summary/Keyword: 재생 PET섬유

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Fire Resistance Performance of Recycling PET Fiber Reinforced High Strength Concrete Circular Column (재생 PET섬유 보강 고강도 콘크리트 원형기둥의 내화성능)

  • Seo, Tae-Seok;Gong, Min-Ho;Kwon, Hae-Won
    • Journal of the Korea Institute of Building Construction
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    • v.16 no.6
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    • pp.513-518
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    • 2016
  • This study evaluates the fire resistance performance for 60MPa high strength concrete reinforced by recycling polyethylene-terephthalate(PET) fiber(fiber content : 0.05 vol.%). Because there is no fire resistance test results for circular concrete column, a fire resistance test was carried out for circular concrete column specimens. As a result, it was confirmed that PET fiber was effective against the spalling control of high strength concrete. However, the specimen with cover thickness 30mm did not satisfy the temperature standard of main reinforcement, and the specimen with cover thickness 40mm satisfied the temperature standard of main reinforcement. Therefore, more than 40mm cover thickness was demanded for stable fire resistance performance.

Crack Resistance Properties of Fiber Reinforced Concrete with Recycled PET Fiber (재생 PET 섬유가 혼입된 섬유 보강 콘크리트의 균열저항특성)

  • Kim, Sung-Bae;Kim, Hyun-Young;Yi, Na-Hyun;Kim, Jang-Jay-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.545-546
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    • 2009
  • This study was performed to prove the possibility of utilizing short plastic fibers made for recycled polyethylene terephthalate (RPET) as a structural material. To measure of crack control capacity, restrained drying shrinkage cracking test was performed. In order to verify the capacity of RPET fiber, it was compared with poly propylene (PP) fiber, most widely used short synthetic fiber, for fiber volume fraction of 0%, 0.5%, 0.75%, and 1.0%.

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Mechanical Properties and Flexural Behavior of Recycled PET Fiber Reinforced Eco-Friendly Hwang-toh Concrete (재생 PET 섬유로 보강된 친환경 황토 콘크리트의 역학적 특성과 휨 거동)

  • Kim, Sung-Bae;Yi, Na-Hyun;Kim, Hyun-Young;Kim, Jang-Ho Jay
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.3
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    • pp.152-159
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    • 2010
  • Recently, the public interest in eco-friendly material and structure has been increasing and many Hwang-toh researches are being actively performed. Hwang-toh is one of the traditional environment friendly construction materials used as a construction and plastering material. Hwang-toh has many advantages as construction material due to its high heat storage capacity, auto-purification, antibiotic ability, and infrared ray emission characteristics. But, currently it has not been developed into construction material and used in modern construction due to its low strength and dry shrinkage cracking prone characteristics. According to the recent researches and study results, Hwang-toh can be used as a natural pozzolanic material like fly-ash or pozzolan. In this study, mechanical properties and structural flexure behavior experiments of slag, recycled PET fiber, and Hwang-toh added concrete are carried out. The test results showed that drying shrinkage of concrete mixed with Hwang-toh has lower compressive strength and elastic modulus than those of control cement concrete specimen, but it has the similar flexural behavior in reinforced concrete beams.

Mechanical Properties of Green Strain-Hardening Cement-based Composites with Recycled Materials (순환재료를 사용한 그린 변형 경화형 시멘트 복합체의 역학적 특성)

  • Yun, Hyun-Do;Kim, Sun-Woo;Lee, Young-Oh;Nam, Sang-Hyun;Cha, Jun-Ho;Kim, Yun-Young
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.399-400
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    • 2010
  • This paper presents results of an experimental program for evaluating the mechanical properties of green strain-hardening cementitious composite (SHCC) using recycled material. Recycled poly ethylene terephthalate (PET) fiber, fly ash, and recycled sand from waste concrete are used as materials for green SHCC. Test results indicated that average tensile strength of five dumbbell-shaped specimen is 4.76MPa and average compressive and flexural strength of three specimens are 38MPa and 7.40MPa, respectively.

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