• 한국건설순환자원학회논문집
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• 제6권3호
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• pp.79-87
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• 2011

고로슬래그를 다량으로 혼입한 콘크리트를 동절기에 시공할 경우에는 배합에 따라서 응결과 경화가 현저히 지연되어 초기동해를 받을 위험성이 높다. 따라서 이 연구에서는 동절기에 고로슬래그를 다량으로 혼입한 콘크리트가 재령 초기에 동결을 받은 경우를 상정하여 초기동해가 콘크리트의 압축강도와 동결융해 저항성에 미치는 영향을 검토하였다. 그 결과, 고로슬래그를 다량으로 혼입한 콘크리트는 초기동해를 받음으로써 압축강도와 동결융해 저항성 모두가 현저히 저하되고, 고로슬래그를 혼입하지 않은 일반콘크리트에 비해서 특히 동결융해 저항성이 크게 저하되는 것으로 나타났다.

• 콘크리트학회지
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• 제4권1호
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• pp.89-96
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• 1992

콘크리트의 내동해성은 일반적으로 공기량이나 기포조직 및 분포에 따라 크게 영향을 받으며 콘크리트의 강도와도 관련이 있는 것으로 알려져 있다. 본 연구에서는 고강도콘크리트의 동결융해 저항성에 미치는 공기량 및 기포조직 특히 간격계수의 영향에 관한 실험적 연구로서 우선 압축강도는 Non-AE콘크리트를 대상으로 400-500kg/$\textrm{cm}^2$를 목표로 하였고, 실험결과 내구성지수가 10~20%정도에 불과하므로 다음단계로 공기량 2~12%인 AE콘크리트로 하여 내구성 향상을 도모하였다. 이 때 단위시멘트량, 물\ulcorner시멘트비등을 변화시킨 20종류의 콘크리트 배합에 대해 500cycle까지 동결융해시험을 실시하였다. 결론적으로 동결융해의 저항성은 물\ulcorner시멘트비 보다는 공기량과 더 밀접한 관계가 있었고 임계내구성지수에 대응하는 간격계수는 물\ulcorner시멘트비에 따라 다르다는 사실을 알 수 있었다.

• 한국도로학회논문집
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• 제17권2호
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• pp.47-53
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• 2015

PURPOSES: The scaling of a concrete surface caused by the combined effects of frost and de-icing salts is one of the main reasons for the need to repair transportation infrastructures in cold-climate regions. This study describes the results of attempts to determine the scaling resistance of concrete incorporating mineral admixtures such as fly ash, GGBFS, and silica fume, and subjected to the actions of frost and salt. METHODS : Conventionally, to evaluate the fundamental properties of concrete, flexural and compressive strength measurements are regularly performed. Based on the ASTM C 672 standard, concrete is subjected to 2%, 4%, and 8% $CaCl_2$ salt solutions along with repeated sets of 50 freeze/thaw cycles, and the scaling resistance was evaluated based on the mass of the scale and a visual examination. RESULTS : It was observed that silica fume is very effective in enhancing the scaling resistance of concrete. Meanwhile, concrete incorporating GGBFS exhibited poor resistance to scaling, especially in the first ten freeze/thaw cycles. However, fly ash concrete generally exhibited the maximum amount of damage as a result of the frost-salt attack, regardless of the concentrations of the solutions. CONCLUSIONS: It can be concluded that the scaling resistance of concrete is highly dependent on the type of the mineral admixture used in the concrete. Therefore, to provide a durable concrete pavement for use in cold-climate regions, the selection of a suitable binder is essential.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.456-461
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• 1997

The purpose of this experimental study are to produce a durable concrete and to investigate the various factors that can deteriorate the concrete when freezing and thawing activity. Among the various factors that can influence the frost resistance of concrete, this study examined mainly the relationship of the frost resistance with the water-cement ratio, admixture and admixture replacement ratio and propose the available water-cement ratio, admixture and admixture replacement ratio.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.233-236
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• 2003

This study is intended to investigate the resistance of frost damage of concrete for planting, which recycled aggregate is used, by freezing in air and thawing in water. According to the results, if AE agent of 0.005% is mixed in making concrete for planting, it is thought that the resistance of frost damage is guaranteed in winter because concrete for planting is not under severe freezing and thawing function, but under natural weather action.

• 한국에너지공학회:학술대회논문집
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• 한국에너지공학회 1999년도 추계 학술발표회 논문집
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• pp.211-216
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• 1999

One of the problems in a refrigerator operation is the frost formation on a cold surface of the evaporator. The frost layer is formed by the sublimation of water vapor when the surface temperature is below the freezing point. This frost layer is usually porous and formed on the cold surface of the evaporator. The frost layer on the surface of a evaporator will make side effect such as thermal resistance. However, these important factors have not been used in determining the defrosting period. In this report, a prediction taking into account the change of the fin efficiency due to the growth of the frost layer.

• 콘크리트학회논문집
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• 제16권2호
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• pp.269-275
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• 2004

Factorial design method is applied to investigate the effects of various factors simultaneously rather than to conduct a series of single-factor experiment. As the results, frost resistance of the concrete specimens, in both W/C ratio of 0.28 and 0.35, was highly affected by the type of coarse aggregate that is, andesite produced more durable concrete than the limestone. Durability factor of the specimens, with W/C ratio of 0.28, which were demolded after I day and transferred to the curing room was higher than those demolded after 2 days. This stated the efficiency of the high early curing in high strength concrete.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.44-45
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• 2015

Although the carbonation problem of high-volume slag concrete has been solved by the mixed use of emulsified refine cooling oil as the pilot study, there was an instance of securing air quantity and frost resistance followed by the use of Expancel due to the problem of having vulnerability in frost resistance in result as the air quantity has not been secured. But due to the problem of Expancel not being economical, air quantity and frost resistance of high-volume slag concrete mixed with ERCO are attempted to be secured using micro bubble that can remain in the water for a long time as a relatively economical and very microscopic bubble.

• 콘크리트학회논문집
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• 제13권2호
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• pp.139-145
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• 2001

보통강도의 한중콘크리트에 있어서 동해는 일반적으로 콘크리트의 공기량 및 양생방법 등에 의해 억제시킬 수 있는 것으로 알려져 있으며, 고강도콘크리트는 낮은 물결합재비로 인하여 동결융해저항성이 우수한 것으로 알려져 있지만, 한중콘크리트 타설 및 초기양생에 있어서 발생될 수 있는 초기동해에 관한 연구는 아직 미흡한 실정이다. 따라서 본 연구에서는 동절기에 고강도콘크리트를 타설할 경우 초기동해에 의해 발생되는 인장응력의 영향을 고려하여 인장강도비를 검토하고, 초기동해를 입은 경우 장기재령에 의한 강도회복성을 검토하여 동절기 고강도콘크리트의 현장적용을 위한 기초적 자료로서 제시하고자 한다. 본 연구의 결과 초기동해를 입은 고강도콘크리트의 내동해성은 동해를 받은 시점이 빠를수록 공기량이 적을수록 저하하는 것으로 나타났으며, 내동해성을 확보하기 위해서는 공기량 4% 이상을 확보해야 할 것으로 사료되며, 동해를 받은 후 양생에 의한 압축강도의 회복성능은 W/C가 낮을수록 초기동해를 받기 전 양생기간이 증가할수록 향상되는 것으로 나타났다. 또한 향 후 고강도콘크리트의 동절기 시공에 있어서 초기동해에 대한 내동해성을 지니기 위해서는 인장강도 5kgf/$\textrm{cm}^2$ 이상을 확보해 야 할 것으로 사료된다.

• International Journal of Concrete Structures and Materials
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• 제11권2호
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• pp.315-325
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• 2017

The purpose of the paper is to determine the influence of two widely used steel fibers and polypropylene fibers on the sulphate crystallization resistance, freeze-thaw resistance and surface wettability of ultra-high performance concrete (UHPC). Tests were carried out on cubes and cylinders of plain UHPC and fiber reinforced UHPC with varying contents ranging from 0.25 to 1% steel fibers and/or polypropylene fibers. Extensive data from the salt resistance test, frost resistance test, dynamic modulus of elasticity test before and after freezing-thawing, as well as the contact angle test were recorded and analyzed. Fiber hybridization relatively increased the resistance to salt crystallization and freeze-thaw resistance of UHPC in comparison with a single type of fiber in UHPC at the same fiber volume fraction. The experimental results indicate that hybrid fibers can significantly improve the adhesion properties and reduce the wettability of the UHPC surface.