탄소섬유 강화 플라스틱 (Carbon fiber reinforced plastics, CFRP)은 고함량의 탄소섬유 (Carbon fiber, CF)와 고분자로 이루어진 복합재료로서, 뛰어난 기계적 성능으로 항공우주, 자동차, 토목 등 다 양한 산업 분야에서 사용되고 있다. 하지만 사용량 증가에 따른 폐기물의 환경문제와 추출한 재활용 탄소섬유 (Recycled carbon fiber, rCF)의 적용 가능 분야의 한계로 인해 재활용이 제한적인 실정이 다. 본 연구에서는 rCF와 CF 혼입 시멘트계 전자파 복합재를 제작하여 그 성능을 비교 분석하기 위 한 실험을 수행하였다. 구성재료는 시멘트, 잔골재, 고성능 감수제를 사용하였으며, 비교 분석을 위해 CF와 rCF를 각각 6 mm, 12 mm 길이를 0.1, 0.3, 0.5, 1.0 wt.% 함량으로 사용하였다. 전자파 복합 재의 흡수 성능 향상을 위해 각각 다른 함량의 다층 구조를 형성하였으며, 전자파 투과를 낮은 함량에 서 높은 함량 방향이 되도록 측정을 진행하였다. 전자파 차폐성능은 재령 28일 이후 네트워크 분석기 를 사용하여 자유 공간에서 측정하였으며, C-band (4~8 GHz)와 X-band (8~12 GHz) 주파수 영역 에서의 반사율과 투과율을 각각 측정하였다.

본 연구의 목적은 PET를 재활용하여 만든 물질재생 PET사를 함침공정을 통해 고전도성의 E-textile로 제작하는 것이다. 소수성의 성질을 가지고 있는 PET사는 virgin과 recycled 모두 함침공정을 통해 전자섬유로 제작되었을 때에 높은 전도성을 부여하기 힘들다는 특징이 있다. 함침공정의 효율성 향상을 위해 FEMTO SCIENCE사의 Covance-2mprfq 모델을 사용하여 재생 PET사로 이루어진 시료를 50w 5분, 10분간 플라즈마로 표면 개질하였다. 이 후 SWCNT 분산액(.1wt%, cobon 사)에 5분간 시료를 담근 후 패딩기(Padder, DAELIM lab)를 통해 시료 안쪽으로 용액이 잘 스며들도록 Dip-coating 진행하였다. 공정이 완료된 후 저항측정을 양끝점에서 멀티미터를 통해 측정하 고 좀 더 넓은 전극을 통해 정밀하게 다시 측정하였다. 고찰한 결과 플라즈마 표면 개질을 통해 함침공정을 통한 고전도성 부여가 가능해졌음을 확인할 수 있었다. 10분간 표면 개질한 경우 저항이 최대 2.880배 감소하였다. 본 연구결과를 기반으로 스마트 웨어러블 분야에서 활용되는 E-textile 또한 recycle 소재로 제작함으로써 석유자원을 절약하고 탄소배출량을 감소시킬 수 있는 스마트 웨어러블 제품을 개발하고자 한다.

In this paper, the mechanical properties according to the rCF weight percent(10, 20, 30, 40, 50wt%) of the rCFRP specimen were evaluated and analyzed. First, to prepare rCFRP specimens, pellets were prepared according to the type of weight percent, and rCFRP tensile specimens according to ASTM D638 were prepared using an injection molding machine. Tensile tests were performed on each of 10 specimens according to weight percent conditions, and tensile strength and modulus of elasticity were calculated. For a detailed analysis of the correlation between the internal structure of the specimen and the mechanical properties, the weight percent to the constituent materials of the rCFRP specimen was calculated using mCT and used for the analysis of mechanical properties. For a more detailed analysis, a detailed analysis of the mechanical properties of rCFRP was performed through the fracture surface analysis of the specimen using FE-SEM.

The use of recycled materials, such as the fine recycled aggregate made from concrete waste and carbon fiber (CF) product of industrial waste, for the manufacture of conductive recycled mortars (CRM), transforms the mortar base cement normally made with cement:sand in a sustainable multifunctional material, conferring satisfactory mechanical and electrical properties for non-structural uses. This action provides ecological benefits, reducing the use of natural fine aggregates from rivers and the amount of concrete waste deposited in landfills resulting from construction waste. In this investigation the effect of the addition of CF on electrical properties in hardened, wet and dry state, electric percolation in dry state and fluidity of the wet mixture of a cement based CRM was evaluated: fine recycled aggregate: graphite powder, CRM specimens with dimensions of 4 × 4 × 16 cm. were manufactured for 3, 7 and 28 days of age and sand/cement ratios = 1.00, graphite/cement = 1.00, water/cement = 0.60 and CF = 0.1, 0.3, 0.5, 1.0, 1.5, 2.0, 2.5 and 3.0% compared to the weight of cement. The results demonstrated the effect of the addition of CF in CRM, reducing fluidity of the mixtures due to the opposition generated by its physical interaction of CF with recycled sand or recycled fine aggregate and graphite powder (GP), in its case, placing the electric percolation percolation at 0.30% and 0.45% of CF for CRM with and without GP, respectively. Increases in electrical conductivity (EC) without the presence of GP are defined by the contact between the CF and the conductive paths formed. In contrast, with the presence of GP, the EC is defined by the contact between the CF and the GP simultaneously, forming conductive routes with greater performance in its EC.

전 세계적으로 건설폐기물에 의한 환경문제에 대한 관심이 증가하고 있다. 이에 따라 건설재료들에 대한 재활용방안 에 대한 연구가 많이 진행되고 있다. GFRP는 최근 구조물의 보강에 많이 사용되는 건설 재료이다. 본 연구에는 GFRP를 분쇄하 여 만든 재활용 GFRP파우더(RGP)의 잔골재 대체 가능성을 검토하고자 하였다. RGP는 GFRP의 제작 시 발생되는 GFRP 잉여물을 분쇄하여 사용하였다. RGP의 잔골재 치환율을 20%, 40% 60% 80%로 설정하였다. RGP가 혼합된 시멘트 모르타르의 재료 성능을 검토하기 위하여 압축강도, 쪼갬인장강도 및 휨 강도를 측정하였다. 실험결과, RGP의 혼입으로 시멘트 모르타르의 기초물성이 증가하는 경향이 나타났다. 본 연구결과는 장기적으로 GFRP의 건설재료로의 재활용을 위한 기초자료로 활용이 가능할 것으로 판단된다.

In this study, glass fibers are fabricated via a continuous spinning process using manganese slag, steel slag, and silica stone. To fabricate the glass fibers, raw materials are put into an alumina crucible, melted at 1550℃ for 2 hrs, and then annealed at 600℃ for 2 hrs. We obtain a black colored glass. We identify the non-crystalline nature of the glass using an XRD(x-ray diffractometer) graph. An adaptable temperature for spinning of the bulk marble glass is characterized using a high temperature viscometer. Spinning is carried out using direct melting spinning equipment as a function of the fiberizing temperature in the range of 1109℃ to 1166℃ , while the winder speed is in the range of 100rpm to 250rpm. We investigate the various properties of glass fibers. The average diameters of the glass fibers are measured by optical microscope and FE-SEM. The average diameter of the glass fibers is 73 μm at 100rpm, 65 μm at 150rpm, 55 μm at 200rpm, and 45 μm at 250rpm. The mechanical properties of the fibers are confirmed using a UTM(Universal materials testing machine). The average tensile strength of the glass fibers is 21MPa at 100rpm, 31MPa at 150rpm, 34MPa at 200rpm, and 45MPa at 250rpm.

PURPOSES: The objective of this study is to evaluate the physical properties of recycled asphalt mixtures reinforced with glass fiber. METHODS: Firstly, mixing design was conducted on recycled asphalt mixture for use of 50% recycled aggregate. Various laboratory tests were performed on four types of recycled asphalt mixtures with different glass fiber content to evaluate the physical properties. The laboratory tests include indirect tensile strength test, dynamic modulus test, Hamburg wheel tracking test and tensile-strength ratio to evaluate cracks, rutting and moisture resistance of mixtures. RESULTS: The indirect tensile strength of fiber reinforced glass increased about 139.4%. As a result of comparing the master curves obtained by the dynamic modulus test, the elasticity was low in the low temperature region and high in the high temperature region when the glass fiber was reinforced. The glass fiber contents of PEGS 0.3%, Micro PPGF 0.1% and Macro PPGF 0.3% showed the highest moisture resistance and rutting resistance. CONCLUSIONS : The test results show that use of glass fiber reinforcement can increase the resistance to cracking, rutting, and moisture damage of asphalt mixtures. It is also necessary to validate the long-term performance of recycled asphalt mixtures with glass fiber using full scale pavement testing and field trial construction.

Recently, redevelopment and reconstruction projects have caused problems such as depletion of natural aggregates, and the use of recycled aggregate is being reevaluated as an optimal alternative. Therefore, in this study, the mechanical and deformation characteristics of Environment-Friendly Recycled Coarse Aggregate (here after, EFRCA) concrete reinforced with para-aramid fiber with high strength and high elasticity are examined. The experimental main parameters were EFRCA replacement ratio (0, 30 and 50%) and para-aramid fiber volume fraction (0, 0.75 and 1.0%). Experimental results show that the EFRCA concrete has lower compressive strength than plain concrete. However, compared with the natural aggregate, the EFRCA concrete, which exhibited low material properties, showed almost the same performance as plain concrete, such as increased flexural strength and improved ductility by incorporating para-aramid fibers. Through the experiment, it is considered that the most suitable para-aramid volume fraction is 0.75%. Based on these results, the experimental results related to the performance degradation of EFRCA concrete containing para-aramid fibers are secured and basic data for determining the reuse possibility and reinforcement method of structures are presented.

In this study, structural tests were performed for the para-aramid fiber-reinforced RC beams using Recycled Coarse Aggregates (RCA) according to the main parameters which are RCA replacement ratio (0 and 30%) and para-aramid fiber volume fraction (0, 0.75 and 1.0%). Experimental results show that by reinforcing para-aramid fibers, compared with the natural coarse aggregate, the RCA, which exhibited low structural performance, improved load carrying capacity and ductility.

순환골재는 다량의 부착모르타르를 포함하고 있어 콘크리트의 강도감소, 내구성 저하, 균열발생의 원인이 되기도 한다. 본 연구에서는 보통포틀랜드시멘트(OPC)에 고로슬래그미분말(GGBFS)을 0 및 50% 대체한 순환 굵은골재 콘크리트의 역학적 특성 및 내구성에 대한 나일론섬유의 영향에 대하여 실험적으로 고찰하였다. 섬유보강 순환골재 콘크리트를 제조하기 위하여 섬유길이가 상이한 두 종류 나일론섬유를 0 및 0.6kg/m3 두 단계로 혼입하여 소정의 재령동안 수중양생하였다. 제조된 콘크리트의 압축 및 쪼갬 인장강도, 투수공극량 및 총통과전하량을 측정하여 섬유보강 부순골재 콘크리트의 성능과 비교, 고찰하였다. 또, 재령 28일 콘크리트를 대상으로 SEM 기법을 이용하여 미세조직구조를 관찰하였다. 실험결과에 따르면, 순환골재 콘크리트는 부순골재 콘크리트에 비하여 역학적 성능 및 내구성이 떨어지는 것을 확인하였으나, 나일론섬유를 혼입할 경우, 나일론 섬유의 가교작용으로 인하여 콘크리트의 성능을 개선시키는 것으로 나타났다. 특히, NF2(19 mm)를 사용한 콘크리트는 NF1(6 mm)을 사용한 콘크리트보다 역학적 성능이 다소 우수한 것으로 나타났으며, 이러한 경향은 RA 콘크리트에서 더욱 뚜렷하게 나타났다.

For the use of recycled aggregate concrete, the early strength is evaluated. The test variables are replacement ratio of recycled aggregate, steel fiber and blast furnace slag powder. For this, 6th concrete mixing plan is prepared. As a result, it is evaluated that the early strength depends on the steel fiber volume fraction and replacement ratio of blast furnace slag powder.

For the use of recycled aggregate concrete, the early strength is evaluated. The test variables are replacement ratio of recycled aggregate, steel fiber and blast furnace slag powder. For this, 6th concrete mixing plan is prepared. As a result, it is evaluated that the early strength depends on the steel fiber volume fraction and replacement ratio of blast furnace slag powder.

This paper describes the influence of recycled materials on the flowability of steel fiber-reinforced cement composites. For the FRCC, fly-ash and recycled sand were used as recycled materials. The recycled materials were mixed with replacement ratios of 25% and 50%. As reinforcing fiber for the FRCC, micro steel fibers were used. Based on the test results, flowability of FRCC was improved when fly-ash was replaced. Increase of recycled sand had FRCCs exhibited lower flowability.

The current study is a basic research to review the possibility of using steel wire from waste tires as recycled steel fiber for construction purposes. It analyzes preexisting waste tire-related data before processing and selecting waste steel wires to compare their composition and three quality standards if appearance as defined by concrete steel fiber regulations (KS F 2564), tensile strength, and flexibility, in order to review the feasibility of reusing waste steel wires. The results showed that the waste steel wires satisfy quality standards stated in the concrete steel fiber regulation (KS F 2564), indicating that they may be reused as recycled steel fiber for concrete.

In this study, four reinforced concrete beam-column joints, replacing recycled materials with hybrid fiber were constructed and tested under monotonic loading. Experimental programs were carried out to improve and evaluate the seismic performance of such test specimens, such as the load-displacement, the failure mode, and the maximum load carrying capacity. All the specimens were modeled in 1/2 scale-down size.

In this study, experimental research was carried out to improve the seismic performance of reinforced concrete exterior beam-column joint regions using replacing recycled coarse aggregate with hybrid fiber (steel fiber+PVA fiber) in existing reinforced concrete building. Therefore it was constructed and tested seven specimens retrofitting the beam-column joint regions using such retrofitting materials. Specimens, designed by retrofitting the beam-column joint regions of reinforced concrete building, were showed the stable failure mode and increase of load-carrying capacity due to the effect of crack control at the times of initial loading and bridge of retrofitting hybrid fiber during testing. Specimens BCJGPSR series, designed by the retrofitting of replacing recycled coarse aggregate with hybrid fiber in reinforecd beam-column joint regions were increased its maximum load carrying capacity by 1.01~1.04 times and its energy dissipation capacity by 1.06~1.29 times in comparison with standard specimen BCJS. Also, specimen BCJGPSR1 were increased its energy dissipation capacity by 1.33~1.65 times in comparison with specimens BCJS, BCJP and BCJGPR series for a displacement ductility of 9.