• 제목/요약/키워드: chlorine resistance

검색결과 83건 처리시간 0.02초

Effect of post-annealing on single-walled carbon nanotubes synthesized by arc-discharge

  • Park, Suyoung;Choi, Sun-Woo;Jin, Changhyun
    • Journal of Ceramic Processing Research
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    • 제20권4호
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    • pp.388-394
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    • 2019
  • In this study, high-purity single-walled carbon nanotubes (SWCNTs) were prepared by removing the unreacted metal constituents and amorphous carbon impurities using a post-annealing process. Unlike conventional thermal processing techniques, this technique involved different gas atmospheres for efficient removal of impurities. A heat treatment was conducted in the presence of chlorine, oxygen, and chlorine + oxygen gases. The nanotubes demonstrated the best characteristics, when the heat treatment was conducted in the presence of a mixture of chlorine and oxygen gases. The scanning electron microscopy, transmission electron microscopy, ultraviolet absorbance, and sheet resistance measurements showed that the heat treatment process efficiently removed the unreacted metal and amorphous carbon impurities from the as-synthesized SWCNTs. The high-purity SWCNTs exhibited improved electrical conductivities. Such high-purity SWCNTs can be used in various carbon composites for improving the sensitivity of gas sensors.

해안매립지 하수처리시설물에 적용한 저발열시멘트 콘크리트의 내화학성 평가 (Chemical Resistance of Low Heat Cement Concrete Used in Wastewater Treatment Structures Built on Reclaimed Land)

  • 정용택;이병재;김윤용
    • 한국구조물진단유지관리공학회 논문집
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    • 제23권7호
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    • pp.113-119
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    • 2019
  • 해안매립지에 건설되는 구조물은 해수로부터 유입되는 염소 및 황산염 이온 등의 화학적 침식에 의한 영향을 복합적으로 받는다. 염해는 콘크리트 내부의 철근을 부식시켜 구조물의 성능을 저하시킨다. 또한, 하수처리시설에서는 내부에서 발생되는 황산염에 의해 콘크리트가 열화되는 문제점을 가진다. 따라서 본 연구에서는 해안매립지에 건설되는 하수처리구조물에 적용할 수 있는 혼합형 저발열시멘트의 특성 및 내화학성을 평가하였다. 실험결과, 모든 배합조건에서 목표슬럼프 및 공기량을 모두 만족하였다. 동일 배합조건에서 LHC사용시 OPC 보다 슬럼프는 증가되고, 공기량은 감소하는 경향을 나타내었다. 압축강도 시험결과, 초기재령에서는 OPC의 강도발현이 빨랐으며, 28일 이후 LHC가 OPC보다 높은 강도를 나타내었다. 염소이온침투저항성 평가결과, LHC-B의 경우 56일 재령에서, "매우낮음" 단계의 염소이온침투저항성을 나타내 LHC의 내염해성을 확인하였다. 내화학성 평가 결과, 에폭시 처리 하지 않은 경우 LHC를 적용한 경우, OPC보다 약 18%정도 내화학성이 개선되는 것으로 나타났으며, 콘크리트 표면에 에폭시 공법 적용시 강도보존율이 95% 이상 확보 가능한 것으로 확인되었다.

Enhanced performance of thin-film nanocomposite RO/NWF membrane by adding ZnO nanospheres in aqueous phase during interfacial polymerization process

  • Li, Hongbin;Shi, Wenying;Su, Yuheng;Hou, Hongxiang;Du, Qiyun;Zhang, Haixia;Qin, Xiaohong
    • Membrane and Water Treatment
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    • 제8권3호
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    • pp.225-244
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    • 2017
  • A novel thin-film nanocomposite (TFN) reverse osmosis (RO)/non-woven fabric (NWF) membrane was prepared by adding zinc oxide (ZnO) nanospheres ($30{\pm}10nm$) during the interfacial polymerization process of m-phenylenediamine (MPD) and trimesoyl chloride (TMC) on self-made polysulfone (PSF) membrane/polyester (PET) non-woven fabric support. The improved performance of TFN RO membrane was verified in terms of water contact angle (WCA), water flux, salt rejection, antifouling properties and chlorine resistance. The results showed that the WCA value of TFN RO surface had a continuous decrease with the increasing of ZnO content in MPD aqueous solution. The water flux of composite TFN RO membranes acquired a remarkable increase with a stable high solute rejection (94.5 %) in $1g{\cdot}L^{-1}$ NaCl aqueous solution under the optimized addition amount of ZnO (1 wt%). The continuous testing of membrane separation performance after the immersion in sodium hypochlorite solution indicated that the introduction of ZnO nanospheres also dramatically enhanced the antifouling properties and the chlorine resistance of composite RO membranes.

초고층 건축물 매트 기초용 고성능 콘크리트 내구성 평가 (Durability Evaluation of High-Performance, Low-Heat Self-Compacting Concrete for Foundation of Tall Buildings)

  • 김영봉;박동천
    • 한국건축시공학회지
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    • 제22권5호
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    • pp.425-430
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    • 2022
  • 초고층 건축물용 매트기초에 사용되는 콘크리트는 시공성 및 품질확보를 위하여 일체타설로 진행되는 경우가 많다. 하지만 일체타설의 경우 수화반응 과정에서 온도균열이 발행할 우려가 높으며 혼화재 치환을 통해 고성능 고내구성 콘크리트 최적배합을 도출할 필요가 있다. 본 연구에서는 저자의 기존연구에서 도출한 최적 고성능 저발열 콘크리트 배합으로 제작된 시험체를 대상으로 염해 및 탄산화, 내황산염에 대한 실험을 실시하고 염소이온 확산계수와 탄산화계수, 황산염에 대한 시멘트 매트릭스의 저항을 정량적으로 평가하였다. 혼화재의 혼입에 의한 잠재수경성 및 포졸란 반응에 의한 높은 저항성을 확인할 수 있었다.

CA2 혼입 페이스트의 부식저항성에 관한 연구 (A Study on Corrosion Resistance of CA2-Mixed Paste)

  • 김재돈;장일영
    • 한국산업융합학회 논문집
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    • 제25권2_2호
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    • pp.289-297
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    • 2022
  • Deterioration in durability of structures due to the steel corrosion is difficult to determine whether or not corrosion is initiated and how much propagated, and moreover, repair and maintenance are not easy to deal with. Therefore, preventive treatments can be the best option to avoid the deterioration. Various methods for preventing corrosion of steel, such as electrochemical treatments, anti-corrosion agents and steel surface coatings, are being developed, but economic and environmental aspects make it difficult to apply them to in-situ field. Thus, the purpose of this study was to improve corrosion resistance by using CA-based clinker that are relatively simple and expected to be economically profitable Existing CA-based clinkers had problems such as flash setting and low strength development during the initial hydration process, but in order to solve this problem, CA clinker with low initial reactivity were used as binder in this study. The cement paste used in the experiments was replaced with CA2 clinker for 0%, 10%, 20%, and 30% in OPC. And the mixture used in the chloride binding test for the extraction of water-soluble chloride was intermixed with Cl- 0.5%, 1%, 2%, and 3% by weight of binder content. To evaluate characteristic of hydration heat evolution, calorimetry analysis was performed and simultaneously chloride binding capacity and acid neutralization capacity were carried out. The identification of hydration products with curing ages was verified by X-ray diffraction analysis. The free chloride extraction test showed that the chlorine ion holding ability improved in order OC 10 > OC 30 > OC 20 > OC 0 and the pH drop resistance test showed that the resistance capability in pH 12 was OC 0 > OA 10 > OA 20 > OA 30. The XRD analyses showed that AFm phase, which can affect the ability to hold chlorine ions, tended to increase when CA2 was mixed, and that in pH12 the content of calcium hydroxide (Ca(OH)2), which indicates pH-low resistance, decreased as CA2 was mixed

저탄소 그린콘크리트의 내구 특성 (Durability Properties of Low Carbon Green Concrete)

  • 조일호;성찬용
    • 한국농공학회논문집
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    • 제55권6호
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    • pp.11-17
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    • 2013
  • This study was performed to evaluate the chlorine ion penetration resistance, chemical resistance and freezing and thawing resistance used ordinary portland cement, crushed coarse aggregate, crushed sand, river sand, fly ash, limestone powder, blast furance slag powder and superplasticizer to find optimum mix design of low carbon green concrete for structures. The performance of low carbon green concrete used fly ash, limestone powder and blast furnace slag powder were remarkably improved. This fact is expected to have economical effects in the manufacture of low carbon green concrete for offshore structures. Accordingly, the fly ash, limestone powder and blast furnace slag powder can be used for offshore structure materials.

감성돔(Acanthopagrus schlegelii) 및 참돔(Pagrus major) 치어에 대한 이산화염소(ClO2)의 급성 독성 (Acute Toxicity of Chlorine Dioxide (ClO2) to Juvenile Black Seabream Acanthopagrus schlegelii and Red Seabream Pagrus major)

  • 이옥;서준혁;서형원;장다희;이재만;최태건;박정환
    • 한국수산과학회지
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    • 제53권3호
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    • pp.451-455
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    • 2020
  • This study evaluated acute toxicity of chlorine dioxide (ClO2 ) to juveniles of black seabream Acanthopagrus schlegelii (19.4±2.3 g, 10.7±0.4 cm) and red seabream Pagrus major (74.9±8.2 g, 15.9±1.0 cm). Thirty juveniles for each species were exposed to target ClO2 concentrations of 0, 0.05, 0.1, 0.125, 0.15, 0.2, 0.3, 0.4, and 0.5 mg/L in triplicate for eight days. Half lethal concentrations for 96 hours were found at 0.14 and 0.24 mg ClO2/L for black seabream and red seabream, respectively. Red seabream larger than black seabream in body weight appears to be more resistance to chlorine dioxide. However, regardless of species or size, specific loading rates of chlorine dioxide to total fish weight (daily feeding amount of ClO2/total fish weight) were similar, showing 1.3 and 1.1 g ClO2/kg fish·day-1 for black seabream and red seabream.

와이퍼 블레이드 고무의 표면 처리에 따른 특성 (The Characteristics of Wiper Blade Rubber with Surface Treatments)

  • 노승백;임미애;박진규;손전익
    • Elastomers and Composites
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    • 제33권1호
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    • pp.27-36
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    • 1998
  • The surface of wiper blade(W/B) rubber was chlorinated by chemical treatment method using the hydrochloric acid(HCI) and sodium hypochlorite(NaOCl). From the results of contact angle measurement, friction coefficient measurement, and ATR-IR spectra, the surface characteristics of chlorinated W/B rubber with time of chlorination were studied. Contact angles for W/B rubber with increasing time of chlorination and chlorine concentration were measured for the water and ethylene glycol. From the results, contact angle fell rapidly with increasing time of chlorination and chlorine concentration, reaching a constant value after about 10min. And the wettability of W/B rubber surface by means of chlorination has been improved. For an unchlorinated W/B rubber, the friction coefficient with time of chlorination decreased from 1.27 to 0.20~0.23 on full chlorination. As the results it was considered that abrasion resistance of W/B rubber surface has been also improved. The values of pH and $Cl^-$ ion concentration in a chlorine treatment solution decreased as the extent of chlorination of W/B rubber surface increased. From the results of ATR-IR spectra, it was observed that C=C double band of W/B rubber surface transformed into C-Cl band, but quantitative determination of the extent of chlorination was not feasible because of the complexity of chlorination reactions.

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콘크리트내로 침투하는 염소이온 반응형 부식센서의 응답특성에 미치는 센서 세선 수의 영향에 관한 실험적 연구 (An Experimental Study on the Effect of Sensor Line Number on the Reactivity Characteristic of Corrosion Sensor Reactive with Chloride Ion to Immigrate into Concrete)

  • 이현석;이한승
    • 한국구조물진단유지관리공학회 논문집
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    • 제18권3호
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    • pp.143-152
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    • 2014
  • 본 연구에서는 콘크리트내로 침투하는 염소이온을 모니터링하기 위하여, 스크린프리트 기법으로 염소이온 반응형 부식센서를 개발하고, 센서의 세선 수가 부식반응도 및 민감도에 미치는 영향을 실험을 통하여 정량적으로 분석하였다. 개발된 부식센서를 이용하여 염소이온량에 따라 부식 반응도을 확인하였으며, 센서의 파괴정도에 따른 저항변화에서는 단선형 센서보다 다선형 센서에서 큰 저항 변화를 나타내었다. 또한, 부식센서는 NaCl 수용액의 농도가 높은 만큼 센서의 저항변화가 크고, 콘크리트 내에서 센서 종류에 따른 부식저항은 단선형보다 다선형에서 민감도가 높게 나타났으며, 센서의 매설깊이가 클수록 저항변화 사이클 (cycle)은 증가하였다. 이상의 결과로, 본 연구에서 개발된 부식센서는 염분에 대한 부식반응과 민감도, 저항의 변화를 감지할 수 있었으며, 특히 7세선이 우수한 결과를 나타내어, 염분의 침투정도를 모니터링 하는데 가장 적합하다고 판단된다.