• Title/Summary/Keyword: 다발형 폴리아미드섬유

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A Experimental Study on the Flexural Behavior of Bundle Type Polyamide Fiber Reinforced Concrete (다발형 폴리아미드섬유 보강 콘크리트의 휨거동에 관한 실험적 연구)

  • Jeon, Chan Ki;Jeon, Joong Kyu
    • Journal of the Society of Disaster Information
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    • v.10 no.1
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    • pp.61-70
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    • 2014
  • Synthetic fiber reinforced concrete is applicable to many applications for construction material. In general, synthetic fibers have low tensile strength and elastic modulus, but they have many advantages such as high crack resistance, impact resistance, chemical resistance, flexural behavior and corrosion free in fiber reinforced concrete. Recently, fiber reinforced concrete with macro synthetic fibers has been used to improve performance of structures in tunnel shotcrete, precast segmental lining and bridge slab and precast concrete structures. This study investigated the influence of bundled type polyamide fiber reinforced concrete on the flexural behavior in accordance with ASTM C 1609 and KS F 2566 standards.

Organic fiber reinforcement for Performance improvement of Blast resistance and Flexural Performance Evaluation of Fiber reinforced concrete using organic fiber reinforcement (방폭 성능 강화용 유기계 섬유보강재 제조 및 이를 혼입한 섬유보강 콘크리트의 휨성능 평가)

  • Jeon, Chanki;Jeon, Joongkyu;Kim, Sungil;Kim, Kihyung
    • Journal of the Society of Disaster Information
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    • v.11 no.2
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    • pp.211-218
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    • 2015
  • This study propose the organic fiber reinforcement for performance improvement of blast resistance. Proposed fibers are polyamide fiber, PET fiber and aramid fiber and fiber reinforcements were produced by ATY method. To evaluate strain energy absorption capacity of organic fiber reinforced concrete using organic fiber reinforcement, 4-point bending test and 3-point bending tests on notched beam were performed. Test results show that PET fiber reinforced concrete has outstanding performance. It is thought that the PET fiber is effective for the performance improvement of blast resistance.

Experimental Construction of Polyamide Fiber Reinforced Shotcrete Technology (다발형 폴리아미드섬유 보강 숏크리트 현장 적용성 평가)

  • Yoon, Ji-Hyun;Jeon, Joong-Kyu;Jeon, Chan-Ki;Lee, Soo-Choul
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.7 no.2
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    • pp.78-83
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    • 2012
  • Steel fiber reinforced shotcrete in tunneling construction has some problems in terms of constructability, durability and lots of rebound wastage. In order to resolve these problems, this pater proposes polyamide fiber reinforced shotcrete technology. And this paper presents the results of experimental construction of the polyamide fiber reinforced shotcrete technology. The results of the study are as follows. 1. The polyamide fiber reinforced shotcrete suggested in this paper shows outstanding mechanical performance that meets various Korean tunnel construction design criteria. 2. In addition, the results of experimental constructions show that the polyamide fiber reinforced shotcrete creates less rebound and wasted product than the steel fiber reinforced shotcrete. Based on the above results, it is concluded that the polyamide fiber reinforced shotcrete technology can be used as economical and environmentally friendly construction of tunnel.

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Evaluation on the Mechanical Performance of Concrete Using Entanglement Polyamide Fiber (다발형 폴리아미드섬유 보강 콘크리트의 역학적 성능평가)

  • Jeon, Joong Kyu;Kim, Gyu Yong;Jeon, Chan Ki;Lee, Soo Choul
    • Journal of the Society of Disaster Information
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    • v.8 no.3
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    • pp.223-233
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    • 2012
  • Steel fiber is high stiffness and large weight. So, Pumping hose to rupture of the safety management is difficult. Steel fiber caused by corrosion of the deterioration of durability and high-rebound losses are needed for the improvements. Thus, the revised regulations in 2009 by a steel fiber to reinforce other materials is possible. Variety of fiber reinforcement material for concrete review of applicability is needed. Steel fiber strength than the other fibers is large and by the geometry of the fibers are attached to improve performance. However, compared to steel fiber organic fibers and low modulus of elasticity and tensile strength of fiber and agglomeration occurs in the concrete to be used as reinforcement material is difficult. In this regard, the present study as a single object in the micro-fiber bouquet sharp entanglement through make muck attach surface area, distributed fibers from surfactant of the surface enhanced polyamide fibers, steel fiber and PP fiber reinforced concrete by comparing the scene to provide a basis for the use.

Properties of Advanced Synthetic Fiber Reinforced Concrete for Improvement of Tunnel Shotcrete Performance (터널 숏크리트 성능 향상을 위한 고기능성 합성섬유 보강 콘크리트의 물성 평가)

  • Jeon, Chanki;Jeon, Joongkyu
    • Journal of the Society of Disaster Information
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    • v.7 no.1
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    • pp.43-50
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    • 2011
  • The Application of Steel Fiber Shotcrete in tunneling construction has become part of tunneling practice at least since the 1970s because of its high bending and tensile properties. Over the past 3 decades, researcher from all over the world have been significantly developing the associated technologies for improved performance of SFRS. But still it has some major drawbacks in terms of durability, damage of pumping hose, wastage due to rebound concrete, corrosion and it costs high. To overcome this situation researcher has to look for some alternative material. Therefore, this part study deals with the three types of fiber in order to find good alternative for steel fiber. Polyamide and Polypropylene fiber were used in this study with 0.6, 0.5% mixing ratio. To evaluate its fresh and harden properties air content, slump, compressive, split tensile and bending strength were measured. After comparing the results of all three types of fiber reinforced concrete with its different mixing proportion this study propose that polyamide fiber with addition ratio of 0.6 % for field use.

Multiple Polyamide Fiber Reinforced Shotcrete for Railway Tunnel Structure (철도 터널 구조물 시공을 위한 다발형 폴리아미드섬유 보강 숏크리트)

  • Jeon, Joong-Kyu;Chung, Jae-Min;Yoon, Ji-Hyun;Jeon, Chan-Ki
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.1214-1219
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    • 2011
  • Fiber reinforced shotcrete began to be used in tunnel constructions because it facilitates and expedites the construction process, and improves reinforcement properties. As one of the most widely used forms of shotcrete used in tunneling, steel fiber reinforced shotcrete offers excellent strength and ductility and allows quick reinforcement. However, steel fibers tend to lump together in cement matrix, and low levels of water and acid resistance cause corrosion in steel fiber, resulting in cracks and delamination. In particular, rebound and backlash of steel fiber is significantly increased during steel fiber reinforced shotcrete construction, compromising the flexural toughness and quality of shotcrete. In order to resolve the problems associated with steel fiber reinforced shotcrete and improve the application, durability, and cost-effectiveness of shotcrete, this paper proposes methods for manufacturing and constructing tunnels with multiple polyamide fiber reinforced shotcrete. We performed experiments to evaluate the performance of the proposed shotcrete, and the experimental results indicate that the multiple polyamide fiber reinforced shotcrete proposed in this paper offers outstanding performance that meets various construction design criteria.

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