• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 추계 학술논문 발표대회
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• pp.90-91
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• 2017

Concrete can be used semi-permanently unless the steel is corroded. However, the concrete exposed to the marine environment is exposed to sea breeze, so chloride ions penetrate into the concrete and the steel is corroded accordingly. In order to solve these problems, there is a method of increasing the covering depth of the concrete and an application of the epoxy paint to the steel. In this study, the hydrotalcite type corrosion inhibitor was mixed with the concrete and the compressive strength, chloride diffusion coefficient and the corrosion properties of the steel were examined.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.63-64
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• 2021

The corrosion inhibition properties of conifer cone (Pinus resinosa) extract were studied in synthetic concrete pore solutions (SCPS) with and without chloride environments by electrochemical methods. The electrochemical impedance spectroscopy (EIS) revealed that the conifer cone (CC) extract showed promising inhibition behavior by diminishing the corrosion rate of steel rebar both solutions i.e. with and without chloride. The extract of conifer cone hinders the corrosion reaction between steel rebar and aggressive ions. Further, it can be verified that the up to 1000mg.L-1 of CC extract can able to reduce the corrosion rate of steel rebar in chloride contaminated concrete.

• Corrosion Science and Technology
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• 제8권5호
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• pp.171-176
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• 2009

The chloride threshold level (CTL) in mixed concrete containing, ordinary Portland cement (OPC), pulverized fuel ash (PFA) ground granulated blast furnace slag (GGBS), and silica fume (SF) is important for study on corrosion of reinforced concrete structures. The CTL is defined as a critical content of chloride at the steel depth of the steel which causes the breakdown of the passive film. The criterion of the CTL represented by total chloride content has been used due to convenience and practicality. In order to demonstrate a relationship between the CTL by total chloride content and the CTL by free chloride content, corrosion test and chloride binding capacity test were carried out. In corrosion test, Mortar specimens were cast using OPC, PFA, GGBS and SF, chlorides were admixed ranging 0.0, 0.2, 0.4, 0.8, 1.0, 1.5, 2.0, 2.5 and 3.0% by weight of binder. All specimens were cured 28 days, and then the corrosion rate was measured by the Tafel's extrapolation method. In chloride binding capacity, paste specimens were casting using OPC, PFA, GGBS and SF, chlorides were admixed ranging 0.1, 0.2, 0.3, 0.5, 1.0, 1.5, 2.0, 2.5 and 3.0% by weight of binders. At 28days, solution mixed with the powder of ground specimens was used to measure binding capacity. All specimens of both experiments were wrapped in polythene film to avoid leaching out of chloride and hydroxyl ions. As a result, the CTL by total chloride content ranged from 0.36-1.44% by weight of binders and the CTL by free chloride content ranged from 0.14-0.96%. Accordingly, the difference was ranging, from 0.22 to 0.48% by weight of binder. The order of difference for binder is OPC > 10% SF > 30% PFA > 60% GGBS.

• Bulletin of the Korean Chemical Society
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• 제27권9호
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• pp.1418-1422
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• 2006

In this work the construction of a novel poly(vinyl chloride) membrane sensor based on 2,2'-dianiline disulfide (DADS) as a neutral carrier, o-nitrophenyloctyl ether (NPOE) as a plasticizer and sodium tetraphenyl borate (NaTPB) as an anionic site with unique selectivity towards Tm(III) ions is reported. The electrode has a linear dynamic range between $1.0\;{\times}\;10^{-6}$ and $1.0\;{\times}\;10^{-2}$ M, with a nice Nernstian slope of 19.5 ${\pm}$ 0.3 mV per decade and a detection limit of $4.0\;{\times}\;10^{-7}$ M at the pH range of 4.8-8.5. It has a very fast response time (<15 s) in the whole concentration range, and can be used for at least 4 weeks without any considerable divergence in the electrode potentials. The proposed sensor revealed comparatively good selectivity with respect to most common metal ions, and especially lanthanide ions. It was used as an indicator electrode in the potentiometric titration of Tm(III) ions with EDTA and in direct determination of concentration of Tm(III) ions in binary mixtures. It was also applied in determination of fluoride ions in mouth wash preparations.

• 한국결정성장학회지
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• 제6권4호
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• pp.609-619
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• 1996

Rushton type 반회분식 반응기에서 염화은의 반응성 결정화 과정에 미치는 인자들에 대해 실험적으로 연구하였다. 용액 교반속도, 반응물의 주입속도, 주입방법 및 반응물의 농도 등의 인자가 염화은 결정의 크기 및 크기 분포에 뚜렷한 영향을 미치는 것으로 나타났다. 실험결과로부터 염화은 반응성 결정화에서 용액 내에서의 염화은 과포화 농도 및 과량 이온의 농도 그리고 결저입자 주의에서의 물질전달속도 등의 변화가 이와 같은 인자들과 상호 연관이 있으며 이것이 결정핵 생성 및 성장과정에 직접적으로 영향을 미친 것으로 추론하였다. 그러나, 본 연구에서 실험한 인자들에 의한 염화은의 형태 변화는 나타나지 않았다.

• Computers and Concrete
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• 제15권4호
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• pp.589-606
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• 2015

It is well-documented that the major deterioration of coastal RC structures is chloride-induced corrosion. Therefore, regional investigations are necessary for durability based design and evaluation of the proposed service life prdiction models. In this paper, four reinforced concrete jetties exposed to severe marine environment were monitored to assess the long term chloride penetration at 6 months to 96 months. Also, some accelerated durability tests were performed on standard samples in laboratory. As a result, two time-dependent equations are proposed for basic parameters of chloride diffusion into concrete and then the corrosion initiation time is estimated by a developed probabilistic service life model Also, two famous service life prediction models are compared using chloride profiles obtained from structures after about 40 years in the tidal exposure conditions. The results confirm that the influence of concrete quality on diffusion coefficients is related to the concrete pore structure and the time dependence is due to chemical reactions of sea water ions with hydration products which lead a reduction in pore structure. Also, proper attention to the durability properties of concrete may extend the service life of marine structures greater than fifty years, even in harsh environments.

• Membrane and Water Treatment
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• 제15권3호
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• pp.139-152
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• 2024

Mixed matrix membranes have gained significant recognition in the wastewater treatment industry for their effectiveness in removing dyes, proteins, and heavy metals from water sources. Researchers have developed an innovative technique to enhance properties of these membranes by incorporating amine-functionalized carbon nanotubes into the polymer matrix. This approach introduces amine functional groups onto the membrane surface, which are then modified with trimesoyl chloride and cyanuric chloride. The modified membranes are characterized by XPS to confirm successful bonding of amines with the trimesoyl chloride and cyanuric chloride. The surface charge of the modified membrane also plays a role in the modification process; the membrane modified with trimesoyl chloride has a negative surface charge, while the one modified with cyanuric chloride has a more positive charge. At the same acidic pH, the positive or negative charge of the mixed matrix membranes assists in enhancing the rejection of heavy metals. This results in improved antifouling properties for both modified membranes. The heavy metal rejection for all modified membranes is higher than for unmodified membranes, due to both adsorption and complexation abilities of the functional groups on the membrane surface with heavy metal ions. As the membrane surface functionalities increase through modification, the separation due to complexation also increases. The bulk morphology of the membrane remains unchanged, while roughness slightly increases due to the surface treatment.

• 한국건설순환자원학회논문집
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• 제7권2호
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• pp.109-115
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• 2019

콘크리트에 균열이 발생하는 경우 균열부로의 열화 이온의 침투가 확산되어 철근콘크리트 구조물에 구조적 내구적 문제를 야기한다. 본 연구에서는 보통 및 고강도 플라이애시 콘크리트를 대상으로 재령 56일에 최대 1.0mm까지 다양한 균열 폭을 유도한 후 재령 2년의 정상상태 촉진 염화물 확산계수를 평가하였다. 균열 효과를 선형회귀분석을 통해 고려하면 고강도 콘크리트는 보통 강도 콘크리트 보다 균열 폭에 의한 확산계수 증가가 다소 적었으며 균열 폭이 증가함에 따라 확산계수가 비선형적으로 증가하였다. 또한 두 가지 배합에서 재령이 증가할수록 균열에 의한 영향이 감소하였다. 지수함수 형태를 사용하여 균열 및 재령 효과를 정량화하는 경우, 선형회귀분석을 통한 경우보다 더 높은 결정계수를 나타내었다. 정상상태에서는 균열 효과와 재령의 영향 간의 상관성이 크지 않은 것으로 보이며 두 가지 독립영향을 고려하는 경우 합리적인 균열부 콘크리트 확산성 예측식을 제안할 수 있다고 사료된다.

• 한국재료학회:학술대회논문집
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• 한국재료학회 2003년도 추계학술발표강연 및 논문개요집
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• pp.135-135
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• 2003

The fast evolution in the fold of optical communication systems demands powerful optical information treatment. These functions can be performed by integrated optical systems. A key component of such systems is erbium doped waveguide amplifier(EDWA). The intra 4f radiative transition of Er at 1.5 $\mu\textrm{m}$ is particularly interesting because this wavelength is standard in optical telecommunications. The fabrication of waveguide amplifier for integrated optics using sol-gel process has received an increasing attention. Potential advantage of lower cost by less capital equipment and easy processing makes this process an attractive alternatives to conventional technologies like flame hydrolysis deposition, ion exchange and chemical vapor deposition, etc. In addition, sol-gel process has been found to be extremely suitable for the control of composition and refractive index related directly with optical properties. The main drawback of such an amplifier with respect to the EDWA is the need for a much higher Er3+ concentration to compensate for the smaller interaction length. However, the high doping of Er might be resulted in the non-radiative relaxation by clustering of Er ions End co-operative upconversion. In order to solve this problem, we investigate the possibility of avoiding short Er-Er distances by encapsulation of Er3+ ions in hosts such as organic-inorganic hybrid materials. For inorganic-organic hybrid sols, methacryloxypropyltrimethoxysilane (MPTS), zirconyl chloride octahydrate and erbium(III) chloride hexahydrate were used as starting materials, followed by conventional sol-gel process. It was observed by TEM that nano sols having core/shell toplology were formed, depending on the mole ratio of Zr/Er. The surface roughness for the coatings on Si substrate was investigated by AFM as a function of Zr/Er ratio. The local environment and vibrational Properties of Er3+ ions were studied using Near-IR, FT-IR, and UV/Vis spectroscopy. Nano hybrid coatings derived from polymer and Er doped encapsulation Eave the good luminescence at 1.55$\mu\textrm{m}$.

• 한국구조물진단유지관리공학회 논문집
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• 제19권1호
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• pp.90-99
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• 2015

본 연구에서는 최근 콘크리트구조물의 장기내구성을 목적으로 건설 분야에 적극적인 적용이 검토되고 있는 FA 및 BFS를 다량 혼입한 콘크리트의 역학적 및 염분침투성을 실험적으로 검토하여 다음과 같은 결론을 얻었다. FA 및 BFS의 강도시험결과 FA 콘크리트는 FA4000 및 5000을 각각 30% 혼입한 것이 OPC 대비 높은 강도증가율을 나타내는 것으로 파악되었다. 또한, BFS 콘크리트는 BFS8000을 30, 50% 혼입한 콘크리트가 OPC 대비 동등이상의 강도가 확인되었다. FA 및 BFS의 염분침투시험 결과에서는 FA4000 및 5000을 각각 30% 혼입한 콘크리트의 확산계수가 OPC 대비 평균 6.5% 정도 확산계수를 억제할 수 있는 것으로 파악되었다. 또한, BFS 콘크리트의 경우는 BFS6000 및 8000을 각각 50% 혼입한 것이 OPC 대비 각각 253 및 336% 정도 염화물이온의 확산을 효과적으로 억제할 수 있는 것으로 파악되어 BFS의 경우 다량 치환에 따른 염분침투저항성을 극대화시키기 위해서는 50% 정도 혼입하는 것이 가장 유효한 것으로 확인되었다. 한편, FA 및 BFS 콘크리트의 압축강도와 확산계수의 관계에서는 강도가 증가할수록 확산계수는 감소하는 경향이 파악되었다. 본 연구에서는 장기내구성 및 염분침투억제를 목적으로 FA 및 BFS를 콘크리트에 혼입한 결과, FA의 경우는 치환율을 30% 이하로 콘크리트에 혼입하는 것이 가장 유효한 것으로 파악되었다. 한편, BFS의 경우는 분말도가 높을수록 또한, 치환율은 50% 이하의 범위에서 콘크리트에 혼입할 경우 OPC 대비 동등 이상의 강도는 물론 염화물이온의 확산을 보다 효과적으로 억제 할 수 있을 것으로 확인되었다.