• 콘크리트학회논문집
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• 제19권3호
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• pp.385-389
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• 2007

In this study, it was investigated the resistance of OPC, 60% GGBS, 20% PFA and 10% SF mortar specimens against sulfuric acid corrosion. As an index for degree of acid corrosion, the corrosion depth was evaluated. Then, it was found that an increase in the duration of immersion and a decrease in the pH, as expected, resulted in a more severe corrosion irrespective of binders; 60% GGBS mortar specimen was the most resistant to sulfuric acid corrosion. From the laboratory testing of sulfuric acid corrosion, an empirical prediction model was suggested as a power function of time and the pH of sulfuric acid, and was applied to an assessment of concrete structures exposed to an acidic environment. It was found that the empirical model gave a more precise prediction of sulfuric acid deterioration of concrete rather than a conventional model, mostly used for predicting carbonation of concrete.

• International Journal of Concrete Structures and Materials
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• 제18권2E호
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• pp.97-102
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• 2006

In this study, the effect of supplementary materials(GGBS, PFA, SF) on sulfuric acid corrosion resistance was assessed by measuring the compressive strength, corroded depth and weight change at 7, 28, 56, 91, 180 and 250 days of immersion in sulfuric acid solution with the pH of 0.5, 1.0, 2.0 and 3.0. Then, it was found that an increase in the duration of immersion and a decrease in the pH, as expected, resulted in a more severe corrosion irrespective of binders: increased corroded depth and weight change, and lowered the compressive strength. 60% GGBS mortar specimen was the most resistant to acid corrosion in terms of the corroded depth, weight change and compressive strength, due to the latent hydraulic characteristics and lower portion of calcium hydroxide. The order of resistance to acid was 60% GGBS>20% PFA>10% SF>OPC. In a microscopic examination, it was found that acid corrosion of cement matrix produced gypsum, as a result of decomposition of hydration products, which may loose the structure of cement matrix, thereby leading to a remarkable decrease of concrete properties.

• 한국대기환경학회지
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• 제7권3호
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• pp.208-218
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• 1991

To compare the resistance of landscape trees by acid rain, simulated acid rain was treated on the seeds of 6 coniferous species (Pinus densiflora, Pinus thunbergii, Pinus koraiensis, Taxus cuspidata, Cedrus deodara, Thuja occidentalis) and 6 broad-leafed species (Ligustrum obtusifolium, Acer Buergerianum, Acer Ginnala, Styrax obassia, Cornus Kousa, Magnolia obovata). The experimental design of randomized block arrangement with three replications was implemented in the experimental field of Yesan National Agri-Tech Junior College. The seeds of 12 tree species were planted on the nursery soil in the early spring of 1991. The regime of artificial acid rain, in terms of spray frequency per monthly and spray amount at year records. Simulated acid rain (pH 2.0, pH 4.0, pH 5.6 as control) containing sulfuric and nitric acid in the ratio of 3:2 (chemical equivalant basis) diluted ground water, were treated on the experimental plants under condition of cutting off the natural precipitation with vinyl tunnel, during the growing season (April 8 to August 31) in 1991. Seedling establishment, seedling growth and nutrient contents in needles and leaves were measured and compared among the treatment. The results were summerized as follows; 1. In general, coniferous species were more resistant than broad-leafed species in the resistant comparisons of landscape trees by simulated acid rain. But there were resistant tree species to acid rain among the broad-leafed species. 2. Among 6 coniferous species used in this experiment, Pinus densiflora, Pinus koraiensis, Taxus cuspidata, Cedrus deodara and Pinus thunbergii revealed the resistant tree species to acid rain. But Thuja occidentalis was very susceptible to acid rain, because of no germination in pH 2.0 treatment plot of acid rain. 3. Among 6 broad-leafed species used in this study, Magnolia obovata, Styrax obassia and Ligustrum obtusifolium showed relative resistant tree species to acid rain. But Acer Buergerianum, Acer Ginnala and Cornus Kousa were very susceptible to acid rain, because of no germination in pH 2.0 plot of acid rain treatment.

• 콘크리트학회논문집
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• 제22권2호
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• pp.219-228
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• 2010

하수도, 오 폐수, 토양 속, 지하수 및 해수 등의 환경에 건설되는 콘크리트 구조물은 산 및 황산염에 노출되어 있다. 이 같은 산 및 황산염 침투로 포틀랜드 시멘트 중의 수화생성물과 산 및 황산염 이온이 반응하여 팽창 수화물을 생성함으로써 콘크리트에 팽창 및 균열을 발생시켜, 결국 콘크리트 매트릭스에 손상을 일으킨다. 따라서 이 연구의 목적은 콘크리트의 황산 및 황산염 침투 저항성에 미치는 광물질 혼화재의 영향을 평가하여, 황산 및 황산염 침투에 대한 고저항성 콘크리트를 제시하는 것이다. 이를 위하여 광물질 혼화재의 형태 및 비율을 변화시킨 OPC, 2성분계 및 3성분계의 3가지 종류의 시멘트를 사용하여 물-결합재비 32% 및 43%인 콘크리트를 제조하였다. 제작된 콘크리트 시편은 민물, 5% 황산, 10% 황산나트륨 및 10% 황산마그네슘 용액에 재령 28, 56, 91, 182 및 365일 동안 각각 침지시켰다. 콘크리트의 황산 및 황산염 침투 저항성을 평가하기 위하여 외관변화 관찰과 압축강도 비 및 질량 변화율을 측정하였다. 그 결과, 광물질 혼화재를 혼입한 콘크리트의 황산 및 황산나트륨 침투에 대한 저항성은 OPC 콘크리트 경우 보다 훨씬 우수한 것으로 나타났으나, 황산마그네슘의 경우 비결합재질의 규산마그네슘수화물(M-S-H)의 형성으로 광물질 혼화재를 혼입한 콘크리트가 OPC 콘크리트보다 불리한 것으로 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제14권3호
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• pp.171-177
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• 2010

콘크리트 구조물은 시간 경과에 따라 화학적인 물질에 노출되거나, 염해, 중성화 등으로 인하여 콘크리트표면 결손 등이 발생하고 이에 따라 수명이 단축되는 현상이 발생할 수 있다. 특히 황산염 침식의 경우 표면 결손이 급격하게 발생하고 이에 따른 수분의 침투에 의하여 보강 재료로 사용되는 철근의 부식이 발생함에 따라 구조적으로 안정성이 하락하는 특성을 보이고 있다. 본 연구는 시멘트계 보수재의 가장 큰 단점중의 하나인 내산성의 문제점을 해결하기 위하여 알루미노실리게이트를 적용한 내산모르타르에 관한 물리적 특성을 시험을 통하여 연구하였으며 시험결과 압축강도 및 휨강도의 경우 동등한 강도를 발현하였으며, 황산용액에 침지하여 중량변화를 관찰한 내산성의 경우 시멘트계 단면복구재가 80% 이상의 중량 변화를 나타내는 반면 시험시료의 경우에는 4% 정도의 중량결손이 발생하여 내산성에 효과적인 특성을 가지는 것으로 나타났다. 따라서 알루미노실리케이트류를 첨가한 내산 모르타르의 특성이 우수한 것으로 나타나 산에 의한 침식 등이 우려되는 곳에 단면복용재료로서 효과적인 특성을 발휘할 수 있을 것으로 판단된다.

• Computers and Concrete
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• 제30권6호
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• pp.409-419
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• 2022

The purpose of this study is to examine the effectiveness of biological repairing mortars on restoring the structural performance of a sewage culvert deteriorated by sulfate attack. The biological mortars were developed for protecting concrete structures exposed to sulfate attack based on the block membrane action of the bacterial glycocalyx. The diffusion coefficient of sulfate ions in the biological mortars was determined from the natural diffusion cell tests. The effect of sulfate-attack-induced concrete deterioration on the structural performance of culverts was examined by using the moment-curvature relationship predicted based on the nonlinear section lamina approach considering the sulfuric-acid-induced degradation of the structure. Typical analytical assessments showed that biological mortars were quite effective in increasing the sulfate-resistant service life of sewage culverts.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.149-150
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• 2020

Granting self-sensing performance in a building is an important performance to ensure the degree of damage and safety of the building. Since the current research is being conducted in the state before deterioration loss occurs, it is necessary to confirm whether the self-sensing performance is maintained even in the damaged conductive cement composite. As part of the study, electrical resistance characteristics were analyzed in conductive cement composites in which freeze-thawing and chemical corrosion occurred. As a result, it was found that the change in electrical resistance value due to freeze-thawing was not as large as 1%, and chemical corrosion occurred. It was found that the change in electrical resistance value of the tested specimen increased by about 10%.

• 해양환경안전학회지
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• 제22권1호
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• pp.138-144
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• 2016

티타늄은 표면에 형성되는 보호성 부동태 피막 때문에 일반부식과 해수에서 내식성이 강하지만 염산, 황산, 인산 등의 산에서는 보호성 산화물 피막이 파괴된다고 알려져 있다. 본 연구에서는 Ti에 Al 및 V등을 첨가한 ${\alpha}+{\beta}$계에 대하여 $1066^{\circ}C$와 $966^{\circ}C$에서 5시간 용체화 열처리를 실시하고, 이 시편을 $550^{\circ}C$, $600^{\circ}C$, 및 $650^{\circ}C$에서 각각 1시간, 4시간, 8시간 및 16시간 시효열처리한 후 마이크로비커스 경도를 측정하고, 이 시편을 1N $H_2SO_4$ 용액에서 전기화학적 분극법으로 부식을 계측하였으며, 분극을 마친 시편의 표면을 현미경 조직사진으로 부식상태를 검토하였다. 시험 결과 용체화열처리한 시편이 모재와 시효열처리한 시편보다 높은 내식성을 나타내며. 용체화 온도가 높고 시간이 길어질수록 내식성은 증가하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.195-196
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• 2021

The pore distribution of the cement mortar mixed with carbon nanotubes was found to have a large number of pores at (370~80)㎛, and the distribution ratio was larger as the carbon nanotubes were mixed. However, the pores with a fine particle diameter of (10-0.5) ㎛ were found to be larger as the carbon nanotubes were incorporated. However, the distribution of pores of the test specimens of conductive cement mortar with deterioration damage was found to be distributed in a number of particle diameters of (500 to 100) ㎛ and (10 to 0.5) ㎛. It is judged that the particle diameter of the internal pores increased due to the damage. However, as the mixing ratio of the test specimen with carbon nanotubes increased, the distribution of voids was relatively lower than that of plain, and it was judged to have excellent resistance to deterioration damage.

• Corrosion Science and Technology
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• 제4권4호
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• pp.140-146
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• 2005

Fossil fired power plant produces the electric energy by using a thermal energy by the combustion of fossil fuels as like oil, gas and coal. The exhausted flue gas by the combustion of oil etc. contains usually many contaminated species, and especially sulfur-content has been controlled strictly and then FGD (Flue Gas Desulfurization) facility should be installed in every fossil fired power plant. To minimize the content of contaminations in final exhaust gas, high corrosive environment including sulfuric acid (it was formed during the process which $SO_2$ gas combined with $Mg(OH)_2$ solution) can be formed in cooling zone of FGD facility and severe corrosion damage is reported in this zone. These conditions are formed when duct materials are immersed in fluid that flows on the duct floors or when exhausted gas is condensed into thin layered medium and contacts with materials of the duct walls and roofs. These environments make troublesome corrosion and air pollution problems that are occurred from the leakage of those ducts. The frequent shut down and repairing works of the FGD systems also demand costs and low efficiencies of those facilities. In general, high corrosion resistant materials have been used to solve this problem. However, corrosion problems have severely occurred in a cooling zone even though high corrosion resistant materials were used. In this work, a new technology has been proposed to solve the corrosion problem in the cooling zone of FGD facility. This electrochemical protection system contains cathodic protection method and protection by coating film, and remote monitoring-control system.