• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.94-97
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• 2003

Recently, owing to the deterioration of reconstruction and the construction, much of the construction waste is discharged in our construction field, and the amount of construction waste are rapidly increased. These waste are raised to financial and environmental problems, so the method of reusing waste concretes has been studied and carried out many direction. Especially being want of resources, if waste concrete could be recycled as aggregate for concrete, it will contribute to solve the exhaustion of natural aggregate, in terms of saving resources and protecting environment. This study is that the floating properties of concrete with recycled coarse aggregate were investigated for the substitution of recycled coarse aggregate. The result of this study, in case of water reducing, the property of harden concrete for the substitution ratio of recycled coarse aggregate was increased. The Quality of recycled coarse aggregate concrete was improved by water reducing.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.929-934
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• 2001

As the notion of environment protection changes throughout the world, construction engineers, as part of the effort to resolve environmental problems, have been actively doing research on environmental friendly porous concrete using large and non-uniform aggregate. Concrete having a great deal of continuous porosity enable water and air to pass freely through firmly hardened material, allowing necessary nutrients to reach roots of vegetation, thereby sustaining them. It is possible to prevent the exhaustion of natural resources by recycling waste concrete and industrial by-products, to reduce damage caused by the destruction of nature through effective management of natural resources, to preserve the natural environment and vegetation in urban areas by activating the soil, protecting the underground ecology system, and growing garden plants through the application of environmentally friendly concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.355-358
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• 2005

Corrosion of reinforced concrete structures in marine environment is one of the most important mechanisms of deterioration. Under Korean highway bridge, the time for the steel reinforcement in the concrete to exhibit initial signs of corrosion is within three decades. Therefore, 'SUM JIN' highway bridge, located in a corrosive marine environment on the south of Korea, had been examined the current condition of the steel reinforcement corrosion in concrete by half-cell potentials, chloride contamination of concrete and so on. According to the tests, the protecting film around the reinforcement is deteriorated and corrosion activity developed in tidal zone. The purpose of this paper is to report the effects of 'SUM JIN' highway bridge damaged by chlodide attack and to present the results of repair of 'SUM JIN' highway concrete bridge in domestic marine environment.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.519-522
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• 2005

Ka-Hwa highway bridge, located in a corrosive marine environment, had been examined the current condition of reinforcement corrosion in concrete throughout half-cell potentials, electrical resistivity, chloride contamination of concrete, and visual observation. According to the test, the chloride corrosion reinforced concrete structure is not only the protecting film around the reinforcement is deteriorated but also corrosion activity develops, for example, delamination areas of concrete. The purpose of this paper is to report the effects of Ka-Hwa highway bridge damaged by chlodide attack and to present the results of repair of Ka-Hwa highway concrete bridge in domestic marine environment.

• 한국안전학회지
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• 제26권4호
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• pp.65-68
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• 2011

High strength concrete(HSC) has been mainly used in large SOC structures. HSC have superior property as well as improvement in durability compared with normal strength concrete. In spite of durability of HSC, explosive spalling in concrete front surface near the source of fire occurs serious problem in structural safety. It is reported that spalling is caused by the vapor pressure under fire and polypropylene(PP) fiber has an important role in protecting from spalling. The spalling properties of ultra high strength concrete specimens with various contents of PP fiber were investigated in this study. In results, the content of PP fiber for spalling protection increases over 0.2 vol.% as the concrete strength increases to 120 MPa.

• 한국구조물진단유지관리공학회 논문집
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• 제7권4호
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• pp.99-107
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• 2003

일반적으로 코팅은 철근 콘크리트를 보호하기 위한 방법으로 사용되어 진다. 이러한 목적으로 사용되어지는 코팅에는 무기계 코팅뿐만 아니라 유기계 코팅이 있다. 무기계 코팅의 장점은 낮은 자외선 투과성과 불연성 등이다. 반면, 유기계 코팅의 장점은 이산화탄소, 이산화황 및 물 등의 낮은 투과성이며 무기계 코팅보다 더 우수한 철근 콘크리트 보호성능을 가지고 있다. 그러나 에폭시, 우레탄 및 아크릴과 같은 유기계 코팅은 여러 가지 원인에 의해 장기 접착강도가 감소되고 형성된 코팅 막의 들뜸이 발생된다. 또한 유기계 코팅이 콘크리트의 습한 표면에 적용될 경우 접착의 문제점을 갖고 있다. 따라서, 콘크리트 구조물을 보호하고 유기계 코팅의 문제점을 해결하기 위해 폴리머와 시멘트계 재료를 합성시킨 코팅재(WGS-Eco)를 개발하였다. 본 연구에서는 개발된 코팅재와 이전에 사용되었던 코팅재의 물리 성능 및 내구 성능을 평가하였으며, 그 결과 개발된 코팅재는 유기계 코팅재에 비해 성능이 뒤떨어지지 않았다. 따라서 개발된 코팅재는 유기계와 무기계 코팅의 장점을 갖으면서 콘크리트를 보호하기 위한 적합한 코팅재라고 판단되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.287-292
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• 1999

Mass concreting in cold weather environment should be focused on the control of thermal crack caused by high hydration heat rather than curing method for protecting from frost damage at early age because the thermal stress have much influence on the quality of structure placed in cold weather. Therefore, in this paper, the control of thermal crack of mass concrete in cold weather environment are dealt with preparing the practice plan for mass concrete and placing the concrete according to the plactice plan. According to the results, we can obtain good quality mass concrete without thermal crack caused by the difference of temperature between inner part and outer part.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.593-596
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• 2008

제설제는 눈이나 얼음을 제거하기 위해 사용되는 것이므로, 언제나 결빙과 융해 현상이 함께 일어나는 환경에서 사용된다. 물은 온도가 저하되어 콘크리트 내부에서 얼음으로 생성되고, 이로 인한 팽창효과가 콘크리트 내부의 공극에 의해 해소되지 않는 경우 파괴를 일으킨다. 이러한 결빙 현상이 제설제 살포와 함께 일어나는 경우 콘크리트의 열화 요인에서 알 수 있듯이 순수한 물의 결빙보다 훨씬 복잡하고 심각한 피해를 일으킨다. 특히, L형측구, 다이크, 난간방호벽, 중분대, 방음벽등의 소구조물은 염화물과 동결융해 환경에 직접적으로 노출되어 있어 콘크리트 표면이 박리되는 현상(scaling)과 철근부식 등을 일으켜 손상의 가속화로 구조물의 내구성이 급격하게 저하되어 콘크리트 표면에 표면보호재를 사용하고 있다. 본 연구에서는 콘크리트 소구조물의 동해 및 염해에 의한 중성화, 스켈링, 단면손실 등 피해에 대한 적정 보수방안 수립을 위해 콘크리트 표면보호재를 염수침지에 의한 동결융해시험 후와 촉진탄산화시험을 실시하여 부착강도 및 중성화깊이를 비교분석 하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.619-624
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• 2002

The purpose of this study is to manufacture sintered lightweight aggregate for non-structural concrete using sewage sludge, organic waste matter is produced to a sewage treatment plant. It is tested for basic property and strength of artificial aggregate according to addition ratio of sewage sludge, and the results are compared with imported aggregate from Spain. As the results of experiment, the manufactured lightweight aggregate could be used for non-structural concrete. Also, it was favorably comparable to those of the imported aggregate. When it is manufactured with aggregate, it is safe environmentally because of protecting elution of harmful heavy metals.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.176-179
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• 2004

The latest concrete structure has showed that the deterioration of durability has been increased by the damage from salt, carbonization, freezing & thawing and the others. Therefore, the measures for the concrete which has deteriorated durability have been taken. Among them, it has been often used that surface treatment which cuts off the deterioration factors of durability by protecting the surface of concrete. This study was evaluated the surface improving agent for permeability, watertightness, air-permeability, chemical resistance and elution resistance.