• 한국산학기술학회논문지
• /
• 제16권5호
• /
• pp.3511-3517
• /
• 2015

본 지하매설 구조물용 콘크리트는 보수가 어려워 내구성을 극대화할 필요가 있는데, 콘크리트의 건조수축에 의한 균열은 재료의 특성상 발생하는 열화현상으로 대안이 필요하다. 본 연구에서는 건조수축 저감방안의 하나로써 급냉 슬래그 잔골재의 반응에 의한 팽창을 활용하여 콘크리트의 건조수축 발생량을 저감시키고자 하였는데, 실험결과 초기 재령에서 발생되는 수축을 효과적으로 억제하는 것으로 확인되었으며, 급냉 슬래그 잔골재의 치환사용량과 비례하여 전 재령에 거쳐 압축강도가 상승하는 것을 확인할 수 있었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
• /
• pp.675-680
• /
• 2003

In this study, various tests are performed for the durability of the concrete using domestic recycled coarse aggregate including drying shrinkage, permeability, freezing-thawing resistance and $CO_2$ diffusivity. Tests of freezing-thawing resistance, chloride ion permeability and $CO_2$ diffusivity of recycled concrete show favorable results. But, the maximum drying shrinkage ratio to normal concrete is increased 24% with increasing substitution ratio of recycled aggregate. Therefore, for the use of recycled concrete in structures, the preventive measures of drying shrinkage is necessary in mix design and the adequate substitution ratio of recycled aggregate should be proposed.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
• /
• pp.216-217
• /
• 2017

Slag cement or ternary blended cement is mainly used for non-structural lean concrete for the purpose of foundation work or protection of the waterproof layer on the roof of buildings. However, such non-structural lean concrete has a lot of drying shrinkage cracks, which makes it difficult to maintain the quality of the structure. Therefore, in this study, the compressive strength and the drying shrinkage of ternary blended cement(blended of portland cement, blast furnace slag, fly ash from combined heat and power Plant) for non-structural lean concrete were examined. As a result, it was confirmed that this non-structural lean concrete reduced drying shrinkage compared to the conventional ternary blended cement using fly ash from power plant.

• 한국건축시공학회지
• /
• 제3권3호
• /
• pp.121-126
• /
• 2003

This study investigated about several mix factors came up to drying shrinkage and carbonation of high flowing concrete using viscosity. The results are as follows; Drying shrinkage ratio of high flowing concrete using viscosity showed higher for early age, but lower than normal concrete as long age. Also, drying shrinkage ratio and reduction ratio of mass showed higher and relative dynamic modulus of elasticty showed lower as W/C was higher generally. And in case of high flowing concrete using viscosity, carbonation wasn't confirmed without the kinds of cement and viscosity except 50C.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
• /
• pp.265-268
• /
• 2004

Plastic shrinkage cracking is a major concern for concrete, especially for flat structures as highway pavement, bridge deck slabs, and bridge deck pavement. LMC(Latex Modified Concrete) be used mainly for bridge deck overlays, so occurrence possibility of plastic shrinkage cracking is very high. But LMC is form a close-packed layer of polymer particles in very early time from the time of adds the latex and water. So plastic shrinkage cracking compare with normal concrete is not occur at final setting time. Results indicates that LMC is advantage to prevent occurrence of plastic shrinkage crack and it's possible co construction for bridge deck overlay effectively.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
• /
• pp.653-656
• /
• 2008

초고강도 콘크리트는 결합재의 다량 사용에 따라 건조수축보다 큰 자기수축 변형이 나타나며 이는 구조물의 품질을 저해하는 요인으로 작용하여 초고강도 콘크리트의 수축변형을 최소화시키기 위한 기술이 필요하다. 이에 본 연구에서는 설계기준강도 100MPa 이상을 갖는 초고강도 콘크리트를 제조하고 팽창제를 혼입한 초고강도 콘크리트에 대하여 자유수축시험체로 매립형게이지를 통한 수축변형을 측정하였다. 그 결과 팽창제의 혼입으로 초기상태의 콘크리트는 팽창율이 증가하나 장기적 측면에서의 수축율이 둔화되는 것으로 나타났으며, 이를 통한 팽창제를 통하여 수축저감에 관한 효과가 기대된다. 아울러팽창제의 혼입에 따른 압축강도에 미치는 영향은 미미한 것으로 나타났다.

• 콘크리트학회논문집
• /
• 제16권5호
• /
• pp.605-612
• /
• 2004

본 연구에서는 W/B $30\%$의 고성능 콘크리트에서 팽창재와 수축저감제 병용 사용에 따른 콘크리트의 기초적 특성 및 수축특성에 대하여 분석하였다. 실험결과, 고성능 콘크리트의 유동성은 팽창재와 수축저감제를 단독사용보다 병용사용일 때 더 크게 저하하여 고성능 감수제의 사용량이 증가되었고, 공기량은 증가하여 AE제의 사용량이 감소되었다. 또한, 압축강도는 팽창재량의 혼입률 $5.0\%$를 사용한 경우가 최대가 되고, 수축저감제는 사용량 증가에 따라 저하되는 것으로 나타났다. 고성능콘크리트의 건조수축 및 자기수축을 저감시키기 위해서는 팽창재와 수축저감제를 혼합하여 사용할 때 가장 양호한 결과가 나타났다. 따라서 유동성, 강도 및 수축특성을 종합적으로 고려한 결과, 본 연구실험 조건에서는 팽창재 $5.0\%$, 수축저감제 $1.0\%$의 조합이 최적배합으로 분석되었다.

• International Journal of Concrete Structures and Materials
• /
• 제6권4호
• /
• pp.221-230
• /
• 2012

Cracking of repair material due to restraint of shrinkage could hinder the intended extension of serviceability of repaired concrete structure. The availability of model to predict shrinkage stress under restraint condition will be useful to assess whether repair material with particular deformation properties is resistance to cracking or not. The accuracy in the prediction will depend upon reliability of the model, input parameters, testing methods used to characterize the input parameters, etc. This paper reviews a variety of models to predict shrinkage stress in patch repair system. Effect of creep and composite action to release shrinkage stress in the patch repair system are quantified and discussed. Accuracy of the models is examined by comparing predicted and measured shrinkage stress. Simplified model to estimate shrinkage stress is proposed which requires only shrinkage property of repair material as an input parameter.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
• /
• pp.13-16
• /
• 2006

This paper investigates the shrinkage behavior of Ultra High Strength(UHSC) having three water-to-cementitious material ratio, 0.20, 0.16, 0.12. All of mixtures have same design compressive strength. Free shrinkage test for autogenous and drying shrinkage using $100{\times}100{\times}400$ prismatic specimen was conducted. On all mixture, Effects of fly ash and blast-furnace slag on each shrinkage test results were also investigated. The largest portion of autogenous shrinkage was observed in UHSC12 (w/b=0.12) and the measured strain was as high as 80% of the total drying shrinkage strain. The autogenous shrinkage of UHSC decreased as the amount of fly ash increased as demonstrated in the literature. However, the results of the effect of blast-furnace slag on autogenous shrinkage were somewhat different from previous researches.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
• /
• pp.215-218
• /
• 2005

This paper intended to evaluate the applicability of drying shrinkage reducing superplasticizer (DSRA) by investigating physical properties of concrete using DSRA, The application of flowing concrete method exhibited a less loss of slump and air content with time than those of conventional concrete and had small bleeding. Flowing concrete had larger compressive strength than base and conventional concrete by as much as $3\~5\%$. It also had less drying shrinkage by as much as $20\%$ compared with conventional concrete. This is due to the coupled effect of reduced water content and aqueous type expansive admixture. On the other hand, neutralization depth of flowing concrete showed greater than conventional concrete.