• 제목/요약/키워드: Reinforced Rubber

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화학처리(化學處理) Silica의 SBR에 대한 보강효과(補强效果)에 관(關)한 연구(硏究) (Study on the Chemical Treatment of Silica for SBR Reinforcement)

  • 박건록;유종선;최세영
    • Elastomers and Composites
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    • 제29권1호
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    • pp.18-29
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    • 1994
  • The purpose of this study is to investigate reinforced effect between silica treated by coupling agents and rubber matrix under the configuration chemical bonds, and the effect of silica particles coated by organic polymers using aluminum chloride as the catalyst. In vulcanization characteristies were tested by Curastometer. The M-series vulcanizates were reached to the fastest optimum cure $time(t_{90})$ and R-series vulcanizates with the same formula had the shorted optimum cure times. Tensile characteristics measuring with a tensile tester revealed that the M-series vulcanizate was the best in the physical properties, such as tensile strength. In 100% modulus, however, the S-series vulcanizates appeared to be better than the other vulcanizates. Also, hardness showed the following order : S-series>R-series>M-series with the order of elongation R-series>M-series>S-series. In SEM test, shapes of chemical treated silicas were observed. The dispersion of filler in the SBR composite appeard uniformly. In RDS test for the dynamic characteristics, G' indicates that S-3 shows the highest value with the next order M-3>R-3, and the order of damping values are as followe: M-3>M-3>R-3.

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Influence of Microstructure and Extender Oil on Cure Characteristics of Solution SBR Compounds

  • Ko, Eunah;Choi, Sung-Seen
    • Elastomers and Composites
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    • 제50권2호
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    • pp.87-91
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    • 2015
  • Cure characteristics of non-oil-extended solution SBR (S-SBR_NO) and oil-extended solution SBR (S-SBR_ EO) compounds reinforced with silica/carbon black were investigated. Minimum and maximum torques of S-SBR_ EO compounds were much smaller than those of S-SBR_NO ones. Delta torques of S-SBR_NO compounds were greater than those of S-SBR_EO ones, and that of S-SBR_NO compound increased with increase in the 1,2-unit content. Optimum cure time ($t_{90}$) of S-SBR compound decreased with increase in the 1,4-unit content, whereas it increased with increase in the 1,2-unit content. Cure rate index of S-SBR compound increased with increase in the 1,4-unit content, whereas it decreased with increase in the 1,2-unit content. Comparing cure characteristics of S-SBR_NO and S-SBR_EO compounds with the same 1,2-unit content, $t_{90}$s of S-SBR_EO compounds were longer than those of S-SBR_NO ones and cure rate indices of S-SBR_EO compounds were smaller than those of S-SBR_NO ones.

저압 지중함에서 감전사고 방지를 위한 대책연구 (Countermeasures for Preventing Electric Shock in Low-Voltage Handhole)

  • 김종민;한운기;방선배;김한상
    • 전기학회논문지P
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    • 제56권4호
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    • pp.195-200
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    • 2007
  • This paper describes the countermeasures for preventing the electric shock which can be occurred in the low-voltage handhole underwater. Low-voltage handholes were designed and made for the test in the testing field. Which were installed 4 cases. a metal handhole cover was employed in case 1; FRP(Fiber glass Reinforced Plastic) handhole cover in case 2; an insulated rubber was put on the joint of the cables in case 3; the exposed conductors(cover, frame etc) were commoned and grounded in case 4. Thus, an ground potential near the low-voltage handhole was measured and evaluated quantitatively for the 4 cases. The measured results show that the potential of case 2.3 were lower than that of case 1 because the insulated rubber and the FRP cover prevented direct contact to the fault point. The case 4 is the lowest among the 4 cases because the common and grounding helps the fault current release into the ground, which makes the ground potential rise lower. As a result, although each case has the defects, these ways can effectively lower the electric shock risk in the low-voltage handhole.

The effect of base isolation and tuned mass dampers on the seismic response of RC high-rise buildings considering soil-structure interaction

  • Kontoni, Denise-Penelope N.;Farghaly, Ahmed Abdelraheem
    • Earthquakes and Structures
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    • 제17권4호
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    • pp.425-434
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    • 2019
  • The most effective passive vibration control and seismic resistance options in a reinforced concrete (RC) high-rise building (HRB) are the base isolation and the tuned mass damper (TMD) system. Many options, which may be suitable or not for different soil types, with different types of bearing systems, like rubber isolator, friction pendulum isolator and tension/compression isolator, are investigated to resist the base straining actions under five different earthquakes. TMD resists the seismic response, as a control system, by reducing top displacement or the total movement of the structure. Base isolation and TMDs work under seismic load in a different way, so the combination between base isolation and TMDs will reduce the harmful effect of the earthquakes in an effective and systematic way. In this paper, a comprehensive study of the combination of TMDs with three different base-isolator types for three different soil types and under five different earthquakes is conducted. The seismic response results under five different earthquakes of the studied nine RC HRB models (depicted by the top displacement, base shear force and base bending moment) are compared to show the most suitable hybrid passive vibration control system for three different soil types.

아라미드 섬유강화 및 고무조성에 따른 콘크리트 도킹호스의 파열압력과 내마모도 특성 (Characteristics of Burst Pressure and Abrasion Resistance of Concrete Hose with Aramid Fiber Reinforcement and Rubber Composition)

  • 김용환;이승환;성일경;이여울;강명창
    • 한국기계가공학회지
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    • 제17권6호
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    • pp.105-110
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    • 2018
  • A concrete docking hose of pump car's boom pipe line have been used in many construction sites. They are long structures with continuous cornering, similar to a trunk of the elephant, characterized by a very high pressure resistance of 20MPa. They need flexible materials and structure in order to move the hose smoothy. But commercial concrete hose is hard to handle and heavy owing to adaption of steel reinforcement. In this study, it is tried an experimental approach to the characteristic of inner rubber layer and abrasion resistance. Also, we are investigated the bursting pressure according to the reinforcement of the hose and propose the usefulness of the hose reinforced with high strengthened aramid fiber.

Prediction of the dynamic properties in rubberized concrete

  • Habib, Ahed;Yildirim, Umut
    • Computers and Concrete
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    • 제27권3호
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    • pp.185-197
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    • 2021
  • Throughout the previous years, many efforts focused on incorporating non-biodegradable wastes as a partial replacement and sustainable alternative for natural aggregates in cement-based materials. Currently, rubberized concrete is considered one of the most important green concrete materials produced by replacing natural aggregates with rubber particles from old tires in a concrete mixture. The main benefits of this material, in addition to its importance in sustainability and waste management, comes from the ability of rubber to considerably damp vibrations, which, when used in reinforced concrete structures, can significantly enhance its energy dissipation and vibration behavior. Nowadays, the literature has many experimental findings that provide an interesting view of rubberized concrete's dynamic behavior. On the other hand, it still lacks research that collects, interprets, and numerically investigates these findings to provide some correlations and construct reliable prediction models for rubberized concrete's dynamic properties. Therefore, this study is intended to propose prediction approaches for the dynamic properties of rubberized concrete. As a part of the study, multiple linear regression and artificial neural networks will be used to create prediction models for dynamic modulus of elasticity, damping ratio, and natural frequency.

고감쇠고무와 강재슬릿의 복합 댐퍼로 보강한 건축물의 해석적 성능평가 (Analytical Performance Evaluation of Structure Reinforced with HRS Damper)

  • 김유성;이준호
    • 한국공간구조학회논문집
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    • 제22권4호
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    • pp.31-38
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    • 2022
  • In this study, an incremental loading test of the HRS(Hybrid Rubber Slit) damper was additionally performed to define the physical characteristics according to the incremental test results, and an analytical study was performed according to the damping design procedure by selecting an example structure. As a result of performing seismic performance evaluation before reinforcement by selecting a RC structure similar to an actual school structure as an example structure, the story drift ratio was satisfied, but some column members collapsed due to bending deformation. In order to secure the seismic performance, the damping design procedure of the HRS damper was presented and performed. As a result of calculating the amount of damping device according to the expected damping ratio and applying it to the example structure, the hysteresis behavior was stable without decrease in strength, and the story drift ratio and the shear force were reduced according to the damping effect. Finally the column members that had collapsed before reinforcement satisfied the LS Level.

자동차 경량화를 위한 탄소섬유강화 복합재료의 동향 (Trend of Carbon Fiber-reinforced Composites for Lightweight Vehicles)

  • 김기석;배경민;오상엽;서민강;강창기;박수진
    • Elastomers and Composites
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    • 제47권1호
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    • pp.65-74
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    • 2012
  • 최근 전세계적으로 자원 고갈로 인한 에너지 절약과 환경 문제에 관한 규제 강화는 환경 친화적인 소재 개발의 필요성을 가속화시키고 있다. 이러한 추세는 자동차 산업을 포함한 운송 산업도 예외가 아니다. 또한, 기본적으로 단순히 성능이 좋으면서도 값이 저렴한 제품이 아니라, 소비자와 사회의 요구에 부합되는 고기능성 소재의 개발이 필요하다. 이에 부합하는 소재로는 최근 운송 수단의 경량화를 위하여 많은 연구가 진행중인 탄소섬유 복합재료라할 수 있다. 최근 탄소섬유 복합재료는 자동차의 경량화를 위해 차체 및 부품 등 다양한 부분에 적용됨에 따라 그 수요는 크게 증가하고 있고, 차량에 적용시 차체 중량감소에 따른 제동, 조향, 내구 및 연비향상과 이에 따른 에너지 절약 및 이산화탄소 배출을 최소화 하는 장점을 갖는다. 따라서, 본고에서는 자동차의 경량화를 위한 탄소섬유 복합재료의 필요성과 더불어 탄소섬유 복합재료의 기술동향과 나아가야 할 방향에 대하여 살펴보도록 하겠다.

섬유보강 플라이애쉬.석고.복합체의 역학적특성에 관한 실험적 연구 (An Experimental Study on the Mechanical Properties of Fiber Reinforced Fly Ash.Lime.Gypsum Composites)

  • 박승범
    • 콘크리트학회지
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    • 제5권4호
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    • pp.145-155
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    • 1993
  • 본 연구는 섬유보강 플라이애쉬$\cdot$석회$\cdot$석고 복합체의 역학적 특성을 실험적으로 구명하고, 그 제조방법을 제시한 것이다. 플라이애쉬$\cdot$석회$\cdot$석고 복합체는 PAN계 및 Pitch계 탄소섬유, 내알카리성 유리섬유와 폴리머 분산제를 사용하여 제조하였고, 배합조건별로 그 특성을 검토하였다. 연구결과, 플라이애쉬$\cdot$석회$\cdot$석고 복합체의 제조를 위한 소요서의 컨시스턴시와 강도를 얻기 위한 최적배합을 제안하였다. 또한, 섬유보강 플라이애쉬 석회 석고 복합체의 휨강도 및 휨인성은 섬유의 종류에 관계없이 섬유혼입율의 증대에 따라 현저히 개선되었으며, 압축강고는 섬유혼입율보다는 점유의 종류에 따라 크게 영향을 받았다. 한편, 폴리머 분산제를 혼입한 PAN계 탄소섬유보강 플라이애쉬$\cdot$석회$\cdot$석고 복합체의 비중은 폴리머 분산제의 혼입에 의해 크게 감소하였고, 동복합체의 압축강도, 휨강도 및 휨인성은 폴리머에 의한 영향은 거의 없고 섬유혼입율은 증대에 따라 현저히 개선되는 것으로 나타났다.

다층카본나노튜브가 보강된 고분자 나노복합체의 기계적, 열적, 전기적 특성 (Mechanical, thermal and electrical properties of polymer nanocomposites reinforced with multi-walled carbon nanotubes)

  • 국정호;허몽영;양훈;신동훈;박대희;나창운
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2007년도 하계학술대회 논문집 Vol.8
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    • pp.215-216
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    • 2007
  • Semiconducting layers are thin rubber film between electrical cable wire and insulating polymer layers having a volume resistivity of ${\sim}10^2{\Omega}cm$. A new semiconducting material was suggested in this study based on the carbon nanotube(CNT)-reinforced polymer nanocomposites. CNT-reinforced polymer nanocomposites were prepared by solution mixing with various polymer type and dual filler system. The mechanical, thermal and electrical properties were investigated as a function of polymer type and dual filler system based on CNT and carbon black. The volume resistivity of composites was strongly related with the crystallinity of polymer matrix. With decreased crystallinity, the volume resistivity decreased linearly until a critical point, and it remained constant with further decreasing the crystallinity. Dual filler system also affected the volume resistivity. The CNT-reinforced nanocomposite showed the lowest volume resistivity. When a small amount of carbon black(CB) was replaced the CNT, the crystallinity increased considerably leading to a higher volume resistivity.

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