• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.169-172
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• 2006

The IIA structures exposed to marine environment is subject to many different types of potential attack. The physical attack due to drying and wetting would increase the internal stress of concrete. The chemical attack resulting from the diffusion of ions$(Cl^-,SO_4^{2-},Mg^+)$ from seawater through the pores in concrete. Therefore the sea water resistance of concrete must be considered when it is used for structure in the ocean. The objective of this study is to evaluate chloride diffusion and corrosion characteristics of concrete when using the various concrete materials under marine environment. After 5 years of exposure, concrete incorporating 40% blast-furnace slag as replacement for type I cement with low w/c ratio of 0.42 and using the inhibitor shows excellent performance.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.683-686
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• 1998

In this paper, we carried out the fundamental experiments on the resistance of chemical attack of mortar using the electric are furnace slag as fine aggregate. The mortar specimens made from the EAF slag as fine aggregate were immersed in four sorts of chemical solutions, and measured to investigate the change of compressive strength and weight. As the results of this study, it was found that compressive strength and weight were increased with incresing replacement ratio of the EAF slag.

• 한국구조물진단유지관리공학회 논문집
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• 제9권2호
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• pp.173-180
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• 2005

메타카올린은 고성능 콘크리트를 제조하기 위해 콘크리트에 혼합재로서 사용되는 결합재의 일종이다. 이 재료는 일반적으로 국내에서는 내화벽돌의 재료로 많이 사용되었으나, 현재는 이러한 고성능 콘크리트를 제조하기 위하여 필요한 실리카흄의 대용으로 사용되어지고 있다. 본 연구는 실리카흄 및 메타카올린 두 결합재를 콘크리트 중에 일정량 치환하여 몰르타르 및 콘크리트의 압축강도, 인장강도, 휨강도와 같은 역학적 시험뿐만 아니라, 염소이온확산시험, 화학침식에 대한 저항성 시험, 동결융해저항성 시험과 같은 내구성시험을 병행 실시하였다. 역학적 시험결과 메타카올린을 결합재전체 대비 10에서 15%정도 치환 사용했을 때 가장 적당한 강도결과를 보였다. 그리고, 메타카올린 및 실리카흄 두 결합재의 치환율이 증가할수록 염소이온확산이 훨씬 줄어드는 것을 확인할 수 있었다. 그리고, 두 결합재의 미세분말에 의한 충전효과에 의해 일반 콘크리트에 비해 화학적침식저항성이 훨씬 뛰어남을 보였다. 다른 내구성 시험에서도 메타카올린을 사용한 콘크리트가 실리카흄을 사용한 콘크리트에 상응하는 상당한 역학적, 내구특성을 가지고 있음을 확인할 수 있었다. 따라서, 이들 시험을 통해 우리는 메타카올린이라는 재료가 충분히 고가의 실리카흄을 대체가능할 수 있을 것이라고 판단할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.733-736
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• 2008

본 연구에서는 콘크리트의 염해저항성 및 수축을 저감하는 액상형태의 유무기 화합물로 구성된 내구성개선제(HD)를 개발하고, 이를 슬래그를 사용하는 기존 해안 콘크리트 배합에 적용(결합재 중량의 0.6%, 1.2%)하여 콘크리트의 수축 및 염해저항성을 평가하였다. 내구성개선제를 적용한 결과 염해 및 수축저항성은 이를 적용하지 않은 콘크리트(Plain)에 비해 각각 50%, 33% 개선되는 것으로 나타났으며, 이러한 효과는 HD를 0.6% 적용한 해안가 RCD 구조물에 적용한 현장배합을 통해서도 확인할 수 있었다.

• 한국구조물진단유지관리공학회 논문집
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• 제15권1호
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• pp.129-137
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• 2011

본 연구는 석회석미분말을 4단계(0, 10, 20 및 30%)로 대체한 모르타르 및 콘크리트의 내해수성을 평가하기 위하여 수행되었다. 내해수성 평가를 위하여 모르타르의 해수침식 저항성 및 콘크리트의 염소이온 침투저항성 실험을 각각 실시하였다. 실험결과에 의하면, 시멘트 경화체의 내해수성은 석회석미분말의 대체율에 의존적으로 나타났다. 다시 말해서, 석회석미분말을 10% 대체한 모르타르 및 콘크리트는 대체적으로 OPC와 유사한 내해수성을 나타낸 반면, 석회석미분말의 대체율이 큰 모르타르 및 콘크리트의 내해수성은 OPC와 비교하여 현저하게 떨어지는 것으로 조사되었다.

• Bulletin of the Korean Chemical Society
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• 제24권5호
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• pp.583-592
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• 2003

The gas phase identity nucleophilic substitution reactions of halide anions (X = F, Cl, Br) with cyclopentadienyl halides (1) are investigated at the B3LYP/6-311+G**, MP2/6-311+G** and G2(+)MP2 levels involving five reaction pathways: σ-attack $S_N2$, β-$S_N$2'-syn, β-$S_N$2'-anti, γ-$S_N$2'-syn and γ-$S_N$2'-anti paths. In addition, the halide exchange reactions at the saturated analogue, cyclopentyl halides (2), and the monohapto circumambulatory halide rearrangements in 1 are also studied at the same three levels of theory. In the σ-attack $S_N2$ transition state for 1 weak positive charge develops in the ring with X = F while negative charge develops with X = Cl and Br leading to a higher energy barrier with X = F but to lower energy barriers with X = Cl and Br than for the corresponding reactions of 2. The π-attack β-$S_N$2' transition states are stabilized by the strong $n_C-{\pi}^{*}_{C=C}$ charge transfer interactions, whereas the π-attack γ-$S_N$2' transition states are stabilized by the strong $n_C-{\sigma}^{*}_{C-X}$ interactions. For all types of reaction paths, the energy barriers are lower with X = F than Cl and Br due to the greater bond energy gain in the partial C-X bond formation with X = F. The β-$S_N$2' paths are favored over the γ-$S_N$2' paths only with X = F and the reverse holds with X = Cl and Br. The σ-attack $S_N2$ reaction provides the lowest energy barrier with X = Cl and Br, but that with X = F is the highest energy barrier path. Activation energies for the circumambulatory rearrangement processes are much higher (by more than 18 kcal $mol^{-1}$) than those for the corresponding $S_N2$ reaction path. Overall the gas-phase halide exchanges are predicted to proceed by the σ-attack $S_N2$ path with X = Cl and Br but by the β-$S_N$2'-anti path with X = F. The barriers to the gas-phase halide exchanges increase in the order X = F < Br < Cl, which is the same as that found for the gas-phase identity methyl transfer reactions.

• 콘크리트학회논문집
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• 제14권3호
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• pp.409-419
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• 2002

Nowadays, antiwashout underwater concrete is widely used for constructing underwater concrete structures but they, especially placed in marine environment, can be easily attacked by chemical ions such as SO$\^$2-/$\_$4/ Cl$\^$-/ and Mg$\^$2＋/, so the quality and capability of concrete structures go down. In this paper, to solve and improve those matters, flyash and GGBFS(ground granulated blast furnace slag) were used as partial replacements for ordinary portland cement. As results of experiments for fundamental properties of antiwashout underwater concrete containing 10, 20, 30％ of flyash and 40, 50, 60 ％ of GGBFS respectively, setting time, air contents, suspended solids and pH value were satisfied with the "Standard Specification of Antiwashout Admixtures for Concrete" prescribed by KSCE, and also slump flow, efflux time and elevation of head were more improved than that of control concrete. From the compressive strength test, it was revealed that the antiwashout underwater concrete containing mineral admixtures(flyash and GGBFS) is more effective for long term compressive strength than control concrete. An attempt to know how durable when they are under chemical attack has also been done by immersing in chemical solutions that were x2 artificial seawater, 5 ％ sulphuric acid solution, 10％, sodium sulfate solution and 10％ calcium chloride solution. After immersion test for 91days, XRD analysis was carried out to investigate the reactants between cement hydrates and chemical ions and some crystalline such as gypsum ettringite and Fridel′s salt were confirmed.

• 콘크리트학회논문집
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• 제11권4호
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• pp.13-20
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• 1999

Recently, the study for practical construction application no recycled aggregate concrete is actively being proceeded, on the purpose of technical development for recycling on the construction waste concrete occurred at the time of destruction of building construction by the rapid increase of building wastes and exhaustion of natural aggregates. But, the durability of investigation with all sorts of fluidity and engineering property for application recycled aggregate concrete to practical construction must be done at the same time. Especially, because of the real condition for chemical attack of concrete construction by the acid rain, acidification of soil, deepening of air pollution and dirty water etc. being come to the fore a serious problem, the study on the chemical soundness of concrete durability must be accompanied. This study is composed as: I series: Analysis for chemical soundness of aggregates. II series: Analysis for chemical soundness of natural and recycled aggregate concrete against $Na_2$$SO_4$ solution in drying and wet curing condition ($at20~80^{\circ}C$).

• Bulletin of the Korean Chemical Society
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• 제13권2호
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• pp.135-139
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• 1992

The mono(aryl)cyanoplatinum(II) complex $[Pt(CN)(C_6H_3{CH_2NMe_2}_2-26)]$, reacts with the dihalogens to yield the mono(aryl)cyanoplatinum complexes $[PtX_2(CN)(C_6H_3{CH_2NMe_2}_2-26)]$, (X = Cl, Br, I). The structural configuration of the two halogen atoms for a square planar platinum complex was studied by 1H-NMR spectroscopy and led to a mixture of trans and cis orientation. The trans orientation was found to be more stable in energy (1.33 kcal/mol) than the cis orientation by means of Extended H ckel calculations. On the base of a combination of the analysis of $^1H-NMR$, $^{13}C-NMR spectra and computational calculations it is assumed that the intermediate consists of an initial attack in the linear transition state, leading to the $S_{N}2$ type mechanism.

• Bulletin of the Korean Chemical Society
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• 제35권3호
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• pp.753-757
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• 2014

The nucleophilic substitution reactions of Y-aryl N,N-dimethyl phosphoroamidochloridates with substituted anilines and deuterated anilines are kinetically investigated in acetonitrile at $65.0^{\circ}C$. A stepwise mechanism with a rate-limiting leaving group departure from the intermediate is proposed based on the positive ${\rho}_{XY}$ value. The deuterium kinetic isotope effects involving deuterated anilines show secondary inverse with all the nucleophiles, rationalized by a dominant backside nucleophilic attack.