• Title/Summary/Keyword: 경량 충진재

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PET / Cellulose Composite의 물성연구

  • 강영구;천영기
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2003.05a
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    • pp.418-421
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    • 2003
  • 경량ㆍ고강도 기능성 Composite는 경량구조재료로 차량, 항공기, 선박 및 각종 설비의 안전구조재로 그 용도가 다양하게 사용되고 있다. 특히 폐플라스틱을 이용한 경량구 조재는 가격 경쟁력이 높고 또한 환경 및 자원 재활용 측면에서 관심이 고조되고 있다. 고강도, 안전성 확보를 위해 사용가능한 폐플라스틱 소재로는 가공성이 용이한 폐Polyethylene(PE), 폐Polypropylene(PP), 폐Polyethyleneterephthalate(PET) 등을 주원료로 가공되나, 기계적 특성이 저하되어 이의 개선을 위해 여러 가지 형태의 충진재의 혼합을 통해 개선하고자 하는 연구가 진행되어 왔다.(중략)

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Development of Hybrid Fiber-reinforced High Strength Lightweight Cementitious Composite (하이브리드 섬유로 보강한 고강도 경량 시멘트 복합체의 개발)

  • Bang, Jin-Wook;Kim, Jung-Su;Lee, Bang-Yeon;Jang, Young-Il;Kim, Yun-Yong
    • Composites Research
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    • v.23 no.4
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    • pp.35-43
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    • 2010
  • The purpose of this paper is to develop a Hybrid Fiber-reinforced High Strength Lightweight Cementitious Composite (HFSLCC) incorporated with lightweight filler and hybrid fibers for lightness and high ductility. Optimal ingredients and mixture proportion were determined on the basis of the micromechanical analysis and the steady-state cracking theory considering the fracture characteristics of matrix and the interfacial properties between fibers and matrix. Then 4 mixture proportions were determined according to the type and amount of fibers and the experiment was performed to evaluate the mechanical performance of those. The HFSLCC showed 3% of tensile strain, 4.2MPa of ultimate tensile stress, 57MPa of compressive strength and $1,660kg/m^3$ of bulk density. The mechanical performance of HFSLCC incorporated with PVA fibers of 1.0 Vol.% and PE fibers of 0.5 Vol.% is similar to those of the HFSLCC incorporated with fibers of 2.0 Vol.%.

PU/Rockwool Hybrid 발포체의 연소특성

  • 강영구;곽봉신
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2000.06a
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    • pp.156-159
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    • 2000
  • 경량소재로 사용되는 polyurethane은 난연화 및 강도유지를 위해 난연제, 섬유 및 무기충진제 등을 첨가하거나 고밀도화하여 사용하며 발포시켜 경량화하여 성형된다. Polyurethane 발포체는 자동차 내장재, 건축 구조재, 건축 내외장재, 가구재, 포장재료, 신발, 의류 제품, 단열재 등 다양하게 사용되고 있다. 이러한 polyurethane 발포체는 제조 및 가공의 편리함에 비해 화재발생시 연기발생량이 많고 연소가 용이하여 화재를 전파하는 매개물의 역할을 하여 피해를 더욱 가중시키는 취약점을 가지고 있다. (중략)

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A Study on the Preparation of Lightweight Materials with Sewage Sludge Ash (하수(下水)슬러지 소각재(燒却滓)를 사용한 경량재료(輕量材料) 제조연구(製造硏究))

  • Lee, Hwa-Young
    • Resources Recycling
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    • v.17 no.4
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    • pp.30-36
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    • 2008
  • The preparation of porous lightweight materials as well as the measurement of physical properties has been performed by using SSA(sewage sludge ash) as the raw material. For this aim, two types of lightweight filler, that is, perlite and silica sphere were employed respectively and bentonite was also used as an inorganic binder. The properties of lightweight specimen calcined at 1,000 were measured in terms of density, compressive strength, thermal conductivity and sound absorption to examine the effect of material composition as well as the preparation condition on the properties of lightweight material. As a result, the density of specimen prepared with perlite was ranged from 1.23 to $1.37g/cm^3$ and the compressive strength was ranged from 242.3 to $370.5kg/cm^2$. In case of specimen prepared with silica sphere, it was found that the compressive strength was less than $100kg/cm^2$ even though density was lower than that of specimen with perlite. As far as the thermal conductivity of specimen was concerned, it was ranged from 0.3 to $0.5W/m^{\circ}K$ depending on material composition so that the insulation effect was superior to conventional concrete.

A Study on the Preparation and Mechanical Properties of Hybrid Composites Reinforced Waste FRP and Urethane Foam (폐 FRP/Urethane Foam 충진 혼성복합재의 제조 및 기계적 물성에 관한 연구)

  • 황택성;신경섭;박진원
    • Polymer(Korea)
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    • v.24 no.4
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    • pp.564-570
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    • 2000
  • The waste FRP occured in the fabrication of SMC (sheet molding compound) bathtubs and the waste polyurethane foam occured in electronic manufacture and waste insulator were applied as a soundproof and light weight pannel in the waste FRP unsaturated polyester matrix resin composites to recycle. The effect of filler contents on the mechanical properties and interfacial phenomena of the filler and matrix on the composites was evaluated. The tensile strength of composites reached its maximum value of 82.34 MPa when the filler content was 70 wt%, and the more content of reinforcement is increased, the more tensile modulus was decreased. The flexural strength and modulus of composites, reinforced 70 wt% with filler content, were dominant compared to the other samples to 72.5 MPa, 958.4 MPa respectively. When composite of reinforced 70 wt% with filler content, it was confirmed that pull out phenomena and cracks did not occur in the interface of reinforcement and matrix resin through the SEM observation. Also, waste FRP and urethane foam were dispersed well into matrix resin as filler.

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Design and Properties of Microwave Absorbing Structures Composed of Fiber Reinforced Composites (섬유강화 복합재료로 구성된 전파흡수구조재의 설계 및 특성)

  • 김상영;김성수
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.12 no.6
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    • pp.1002-1008
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    • 2001
  • The absorbing structure composed of multi-layered fiber reinforced composite materials was designed and microwave absorbing properties are investigated. On the basis of transmission line theory, the theoretical equations to predict the reflection loss and the appropriate composite material for each functional layer are suggested. The most significant result of this study is the successful design and fabrication of triple-layered composite laminates which has the superior microwave absorbing porperties (more than 10 dB in 4∼12 GHz range), without using the ferrite filler in the impedance transforming layer. In the two-layered composite laminate (absorber/substrate), however, the use of ferrite filler (about 40 wt %) in the absorbing layer is necessary to obtain the certain level of microwave absorbance. By combining the glass-fiber composite with ferrite filler and carbon-fiber composite substrate, the microwave absorbing properties more than 10 dB in 4∼12 GHz frequencies than be obtained.

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A Study on the Characteristics and Utilization of Ash from Sewage Sludge Incinerator (하수(下水)슬러지 소각재의 특성(特性) 평가(評價) 및 재활용(再活用)을 위한 기초연구(基礎硏究))

  • Lee, Hwa-Young
    • Resources Recycling
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    • v.17 no.3
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    • pp.3-9
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    • 2008
  • The measurement of physicochemical properties and chemical composition of SSA(sewage sludge ash) has been carried out and the preparation of lightweight material has also been performed using SSA for reuse as building or construction materials. For this aim, lightweight material has been prepared by forming the mixture of SSA, lightweight filler and inorganic binder followed by calcination at elevated temperature and characterized in terms of density and compressive strength. The pH of fly ash was found to be slightly alkaline, pH 8.69, due to the addition of caustic soda in order to neutralize the acidic gas while the pH of bottom ash was 6.48 Heavy metal leachability based on the standard leach test was also found to be below the detection limit for Cd, Cu, Pb, As and Cr of SSA. As far as the compressive strength of lightweight material was concerned, the compressive strength of lightweight material using fly ash was higher than that of lightweight material using bottom ash.

Engineering Properties of Lightweight Foaming Grouting Materials for Underground Cavities (지반 공동의 충진을 위한 발포성 경량그라우트재의 공학적 특성)

  • Han, WooJin;Lee, Jong-Sub;Byun, Yong-Hoon
    • Journal of the Korean GEO-environmental Society
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    • v.19 no.2
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    • pp.5-12
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    • 2018
  • Underground cavities could induce road subsidence, which have been frequently observed in urban areas. Therefore, adequate backfilling materials and the restoring methods of the cavities are required to prevent the road subsidence. The objective of this paper is to evaluate the suitability of backfilling methods using foaming lightweight grouting materials considering the flow values, unit weights, and air contents at slurry and expanded states, and unconfined compressive strengths. The grouting materials consist of water, cement, and foaming agent whose proportions of water, cement, and foaming agent are 25: 25: 1.0 and 25: 25: 1.2. The flow values of the two materials are greater than 200 mm, and their unconfined compressive strengths at 28 days age are smaller than 1.3 MPa. From the results, the two proportions of materials are expected to be effectively used as a backfilling material. However, the material components should be carefully mixed because poor mix of these materials could induce non-homogeneous distribution of air bubbles. The unexpectedly non-homogeneous distribution of air bubbles may induce significant cracks or additional cavities.

Strength properties of Polymer-modified Sandwich panel core using non-structural lightweight Aggregate (비구조용 경량 골재를 충진재로 활용한 폴리머 개질 샌드위치 패널 심재의 강도 특성)

  • 노정식;도정윤;문경주;조영국;소양섭
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.775-780
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    • 2002
  • Sandwich panel made by foamed styrene and ployuretane has been used generally in the construction area because of the high thermal conductivity and light weight but they occur harmful gases to both bodies and environments in the high temperature over $50^{\circ}C$. So, the purpose of this study is to investigate the physical properties of light-weight panel using the non-structural lightweight aggregate as a part of the substitution of foamed styrene and ployuretane. This paper dealt with the effect of the addition of polymer dispersion such as SBR, St/BA-1 and St/BA-2 having polymer-cement ratio as 5, 10, 15% and the filling ratio of continuous void as 50, 60% on the strength of polymer-modified sandwich panel core. From the results, we could know that the compressive and flexural strength of the sandwich panel core using non-structural lightweight aggregate and polymer dispersion such as SBR, St/BA-1 and St/BA-2 tended to be increased with an increase in the polymer-cement ratio and the filling ratio of continuous void.

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A Study on Shear Strength Test for FRP Girder of Filled Concrete (콘크리트 충진 FRP 거더의 전단재하 실험에 관한 연구)

  • Kwak, Kae-Hwan;Jang, Hwa-Sup;Kim, Woo-Jong;Kim, Hoi-Ok
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.21 no.4
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    • pp.365-373
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    • 2008
  • Fiber Reinforced Polymer, FRP has a light weight, a high tensile strength based on design, non-electronic, non-magnetic, and rust-resistant feature, etc and many researches are being conducted recently on FRP in the construction area. Among them, GFRP (Glass Fiber Reinforced Polymer) is excellent in price competitiveness and is widely being used. However, since GFRP has a relative low modulus of elasticity and causes excessive deflection, the section must be large to be used as a structural component and an investigative review must be carried out in design to set the limit for deflection by the use load. Therefore, in order to solve the mentioned technical problems, this study suggested a section of a module form such that application of a large-scale section is possible. Also, to secure the low rigidity of FRP, this study developed a new FRP+ concrete composite girder form that confined the concrete. To identify the structural movement of the developed FRP+ concrete composite girder, shear strength test was carried out.