• Journal of the Korea Concrete Institute
• /
• v.20 no.4
• /
• pp.439-449
• /
• 2008

Mineral admixtures are used to improve the quality of concrete and to develop sustainability of concrete structures. Supplementary cementitious materials (SCM), such as silica fume (SF), granulated blast furnace slag (GGBS) and pulverized fly ash (PFA), are gradually recognized as useful mineral admixture for producing high performance concrete. The study on ternary blended concrete utilizing mainly three major mineral admixtures is limited and the study on durability and chloride induced corrosion resistance of ternary blended concrete is very few. This study examines the durability characteristics of the ternary blended concrete composed of different amount of the SCM with ordinary Portland concrete and the study experimentally focuses on corrosion resistance evaluation of ternary blended concrete subjected to chloride attack. In this study, 50% replacement ratio of mineral admixture to OPC was used, while series of combination of $20{\sim}40%$ GGBS, $5{\sim}15%$ SF and $10{\sim}45%$ PFA binder were used for chloride corrosion resistance test. This study concerned the durability properties of the ternary blended concrete including the corrosion resistance, chloride binding, chloride transport and acid neutralization capacity. It was found that the ternary blended concrete utilizing the SCM densified the pore structures to lower the rate of chloride transport. Also, increased chloride binding and buffering to acid were observed for the ternary blended concrete with chlorides in cast.

• Journal of the Society of Disaster Information
• /
• v.15 no.2
• /
• pp.239-248
• /
• 2019

Purpose: This study aims to enhance the resistance against sulfate attack compared to ordinary Portland cement (OPC) concrete by using liquid crystal display (LCD) as binder. Method: The fundamental properties including compressive strength and porosity of concrete replaced by LCD up to 15% at increments of 5% and in turn, the weight, volume, and strength loss of LCD-mixed concrete was analyzed. Results: For the concrete substituted by 5% of LCD, it showed the highest compressive strength at 28 days of curing, and particular at immersion of $Na_2SO_4$ solution, it was achieved the lowest loss of weight, volume and strength due to an decreased porosity at capillaries. In contrast, there is no distinct difference of the sulfate attack resistance between LCD-mixed concretes under exposure of $MgSO_4$ solution, excepted for OPC concrete. Conclusion: In this study, comparison of resistance to sulfate attack between LCD-mixed concretes, and it would be proposed the possibility of LCD usage as binder through long-term verification with extended replacement ratio and identification of changes of hydrates in the cement matrix.

• Proceedings of the Membrane Society of Korea Conference
• /
• 1993.04a
• /
• pp.30-30
• /
• 1993

막 자체가 갖는 성능은 역삼투공정의 효율성에 영향을 미치는 상당히 중요한 인자이다. 따라서 역삼투막이 가져야 할 조건은 높은 염배제율 뿐만아니라 물의 투과유량도 커야하며, 가수분해나 산화에 의한 성능저하가 없어야 한다. 폴리아미드막을 이용한 역삼투공정은 이미 보편화되어 있으며, 특히 가교폴리아미드를 선택층으로 가지는 박층복합막은 그 성능이 우수한 것으로 알려져왔다. 폴리아미드막은 우수한 물투과유량 및 염배제율을 가지고 있어 이미 상품화 되어있지만 내화학성의 향상에 있어서는 아직도 연구개발중에 있으며, 특히 막세척시 사용되는 염소에 대한 저항성 향상이 절실히 요구되고 있는 실정이다.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2018.06a
• /
• pp.78-78
• /
• 2018

전기 아연도금은 철강의 내식성을 향상시키기 위한 희생양극으로 사용되어 왔다. 이러한 아연 도금층의 내식성은 그 아연에 의하여 부식으로부터 보호받는 철강 소재의 수명과 직결됨에 따라 아연 도금층의 성능 특히 부식저항성을 높이는 연구는 소재 수명 뿐만이라 성능의 유지하는데 있어서 매우 중요하다. 본 연구에서는 전기 아연 도금층에 표면에너지가 낮은 물질인 테플론을 얇게 코팅함으로써 발수성 표면을 구현하였다. 발수성 표면은 물에 대한 젖음성이 매우 낮기 때문에 부식 저항성이 높은 것으로 알려져 있는데, 이는 표면의 거칠기를 제어함으로써 그 효과를 극대화 할 수 있다. 본 연구에서는 특히 전기 아연 도금의 후처리로 알려진 인산염 처리를 이용하여 전기 아연 도금층의 표면형상 구조를 제어하였다. 그리고 그 표면에 테플론을 코팅함으로써 초발수 성질을 구현하였고, 이를 통해 아연 도금층의 내식성 향상에 대하여 분석하였다. 그 결과, 인산염처리에 의하여 표면형상의 구조가 거칠어질수록 테플론 코팅 후 접촉각과 물방울의 이동성은 증가하였다. 이는 표면형상에 의해서 공기층이 물방울 아래에 고립되어 있다는 것을 의미하고, 이러한 공기층으로 인하여 아연 도금층의 내식성은 크게 증가하였다.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.16 no.5
• /
• pp.59-67
• /
• 2012

During the manufacturing of Portland cement, CO2 gas is also necessarily produced through both decarbonation of calcium carbonate and kiln burning. By partially replacing the Portland cement with limestone powder, which is an inert filler in a concrete mixture, CO2 consumption can be reduced in a construction field. This study is to investigate the fundamental durability characteristics of limestone powder added concrete. Experimental variable was the replacement ratio of limestone powder from 0% to 25% with 5% increment. Durability characteristics were investigated by resistance to freeze-thaw, alkali-silica reaction and de-icing chemical in addition to the properties of fresh concrete. From test results, it was observed that the addition of limestone powder did not significantly affect the resistance to freeze-thaw reaction and de-icing chemical. The addition of limestone powder reduced the occurrence potential of alkali-silica reaction by reducing an alkali content in Portland cement.

• Journal of the Korea Institute of Building Construction
• /
• v.22 no.5
• /
• pp.425-430
• /
• 2022

Concrete used for the foundation of high-rise buildings is often placed through in an integrated pouring to ensure construction efficiency and quality. However, if concrete is placed integrally, there is a high risk of temperature cracking during the hydration reaction, and it is necessary to determine the optimal mixing design of high-performance, high-durable concrete through the replacement of the admixture. In this study, experiments on salt damage, carbonation, and sulfate were conducted on the specimen manufactured from the optimal high-performance low-heating concrete combination determined in the author's previous study. The resistance of the cement matrix to chlorine ion diffusion coefficient, carbonation coefficient, and sulfate was quantitatively evaluated. In the terms of compression strength, it was measured as 141% compared to the structural design standard of KCI at 91 days. Excellent durability was expressed in carbonation and chlorine ion diffusivity performance evaluation. In particular, the chlorine ion diffusion coefficient, which should be considered the most strictly in the marine environment, was measured at a value of 4.09×E-12m²/y(1.2898×E-10m²/s), and is expected to be used as a material property value in salt damage durability analysis. These results confirmed that the latent hydroponics were due to mixing of the admixture and high resistance was due to the pozzolane reaction.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.1 no.1
• /
• pp.26-34
• /
• 2013

Durability performance in RC structures varies significantly with changes in cover depth and mix proportions. GGBFS (Ground Granulated Blast Furnace Slag) is very effective mineral admixture and widely used for an improved resistance to chloride attack. In this paper, characteristics such as porosity, compressive strength, and diffusion coefficient are evaluated in GGBFS concrete with 30~70% of replacement ratio and $4,000{\sim}8,000cm^2/g$ of fineness. Through the tests, more dense pore structure, higher compressive strength, and lower diffusion coefficient are obtained in GGBFS concrete, which are evaluated to be more dependent on replacement ratio than fineness. With increasing curing period from 3 to 91 days, porosity decreases to 77.47% and strength increases to 373% in GGBFS concrete. Chloride diffusion coefficient in GGBFS concrete decreases to 64.4% compared with that in OPC concrete, which shows significant improvement of durability performance.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2022.11a
• /
• pp.179-180
• /
• 2022

In this study, analyzed the effect of using CGS before and after the pre-treatment process as fine aggregate on the resistance to sulfate attack in concrete. As a result of the analysis, Although it showed a similar tendency to Plain (CS100), it is judged that it is necessary to analyze the resistance to sulfate attack due to the increase in immersion periods such as 180 days and 365 days.

• Journal of the Korea Institute of Building Construction
• /
• v.23 no.4
• /
• pp.349-358
• /
• 2023

This research aimed to enhance the initial strength of concrete that is mixed with ground granulated blast furnace slag, as well as to fortify its resistance to carbonation and chloride ion permeation. To achieve this, alkaline aqueous, produced through the electrolysis of potassium carbonate, was employed as the mixing water in the preparation of concrete. To substantiate the increment in initial strength, compressive strength measurements of the concrete were executed. Additionally, an accelerated carbonation test and a chloride ion permeation resistance test were undertaken. The results confirmed that the initial strength of the concrete, which utilized electrolysis alkaline aqueous as mixing water, exhibited an improvement in comparison to concrete mixed with conventional water. It was also verified that both carbonation resistance and chloride ion permeation resistance showed enhancements.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.11a
• /
• pp.421-424
• /
• 2008

The purpose of this experimental research is to investigate the influence of cement types on the resistance to acid and sulfate. For this purpose, concrete specimens with three types of cement such as ordinary portland cement(OPC), binary blended cement(BBC), and ternary blended cement(TBC) were made for water-binder(W/B) ratios of 32% and 43%, and then according to JSTM C 7401, the appearance change and ratio of mass change of them were estimated through the immersion tests by 5% sulfuric acid, 10% sodium sulfate, and 10% magnesium sulfate solution, respectively. It was observed from the test result that the resistance against acid and sulfate increased with decreasing W/B ratio and those of BBC and TBC concretes were better than the case of OPC concrete from immersion tests of 91 days.