• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.659-664
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• 2001

This paper was studied to effects of fatigue by low flexural load on micro structures and carbonation of mortar. Mortar specimens cured at various conditions were first subjected to bending repeated loads, and it was made clear that insufficient cure reduced fatigue resistance of them. Next, fatigue tests that the stress levels are lower than the ones of fatigue rupture were carried out, The effect of curing conditions in early age on carbonation was furthermore studied using the scale, and it was made clear that insufficient cure is also susceptible to carbonation of them. Finally, the reason for rapid carbonation of fatigued mortars insufficiently outed was discussed from the view point of changes in pore structure of them.

• 콘크리트학회논문집
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• 제24권3호
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• pp.315-322
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• 2012

알칼리활성고로슬래그(AAS)는 이산화탄소 배출 부하가 큰 OPC의 가장 확실한 대체 재료로써 구조재로 이용하기 위해서는 내구성 평가 및 검증이 필요하다. 내구성 평가지표의 큰 비중을 차지하고 있는 것이 탄산화 저항성인데, AAS는 OPC에 비해 탄산화 저항성이 약한 것으로 알려져 있다. 이 연구에서는 AAS의 빠른 탄산화 특성과 그 원인을 알아보기 위해 탄산화 전후 물리적 특성 변화와 탄산화에 의해 수화생성물들이 어떤 변화를 보이는지 살펴보았다. 그 결과 AAS는 OPC와 달리 수화생성물의 대부분이 CSH이며, 수산화칼슘이 거의 생성되지 않았고, AAS의 CSH는 OPC의 CSH와 다른 구조임을 알 수 있었다. AAS는 탄산화 후 CSH가 비정질의 실리카겔로 변하고, 일부 알루미나화합물은 구조가 완전 붕괴되어 탄산화 후 식별되지 않는데, 이 때문에 AAS는 탄산화 후 압축강도가 약해진 것으로 판단된다. AAS의 활성화제의 첨가량을 높이면, 빠른 반응속도로 CSH의 생성량이 많아지고 조직이 치밀해져서 압축강도와 탄산화저항성이 향상된다.

• International Journal of Concrete Structures and Materials
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• 제8권2호
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• pp.157-164
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• 2014

Ground granulated blast-furnace slag (GGBS) is a green construction material used to produce durable concrete. The secondary pozzolanic reactions can result in reduced pore connectivity; therefore, replacing partial amount of Portland cement (PC) with GGBS can significantly reduce the risk of sulfate attack, alkali-silica reactions and chloride penetration. However, it may also reduce the concrete resistance against carbonation. Due to the time consuming process of concrete carbonation, many researchers have used accelerated carbonation test to shorten the experimental time. However, there are always some uncertainties in the accelerated carbonation test results. Most importantly, the moisture content and moisture profile of the concrete before the carbonation test can significantly affect the test results. In this work, more than 200 samples with various water-cementitious material ratios and various replacement percentages of GGBS were cast. The compressive strength, electrical resistivity, chloride permeability and carbonation tests were conducted. The moisture loss and microstructure of concrete were studied. The partial replacement of PC with GGBS produced considerable improvement on various properties of concrete.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.61-64
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• 2005

Recently, there have been many studies about recycling cementitious powder from concrete waste(hereinafter referred to as waste powder), generated after recycle aggregate production. Previous studies showed that when the heating process of waste powder at $700^{\circ}C,\;Ca(OH)_2$ in paste is dehydrated making possible the restoration of hydraulic properties. Recycled cement with hydraulic properties restored is thought to be re-hydrated through the mechanism of hydration, which is almost similar in Portland cement. This clearly suggests that the hydrate of recycled cement is alkali in type. Like in general concrete, if recycled cement is used as a structural material, resistance performance against carbonation or neutralization by $CaCO_3$ in air probably would be most influential to the life of steel-reinforced concrete structure. Thus the purpose of this study is to make an experimental review on chemical properties of recycled cement, manufactured with concrete waste as base material, and investigate the durability of concrete using recycled cement through evaluating the cement s performance of resistance to carbonation in accordance with its accelerating age. Based on its results, further, the study seeks to provide basic information about ways of utilizing recycled cement.

• 한국건축시공학회지
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• 제6권4호
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• pp.61-68
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• 2006

Recently, there have been many studies about recycling cementitious powder from concrete waste(hereinafter referred to as waste powder), generated after recycle aggregate production. Previous studies showed that when the heating process of waste powder at $700^{\circ}C,\;Ca(OH)_2$ in paste is dehydrated making possible the restoration of hydraulic properties. Recycled cement with hydraulic properties restored is thought to be re-hydrated through the mechanism of hydration, which is almost similar in Portland cement. This clearly suggests that the hydrate of recycled cement is alkali in type. Like in general concrete, if recycled cement is used as a structural material, resistance performance against carbonation or neutralization by $CaCO_3$ in air probably would be most influential to the life of steel-reinforced concrete structure. Thus the purpose of this study is to make an experimental review on chemical properties of recycled cement, manufactured with concrete waste as base material, and investigate the durability of concrete using recycled cement through evaluating the cement's performance of resistance to carbonation in accordance with its accelerating age. Based on its results, further, the study seeks to provide basic information about ways of utilizing recycled cement.

• 자원리싸이클링
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• 제17권5호
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• pp.11-18
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• 2008

본 연구에서는 고로슬래그 미분말 혼입률에 따른 라텍스개질 콘크리트의 역학적 특성과 탄산화 특성을 평가하였다. 이를 위해 라텍스 혼입률 변화(0%, 15%)와 고로슬래그 혼입률 변화(0%, 30%, 50%)를 실험변수로 하였으며, LMC와 BS-LMC의 특성분석을 위하여 압축강도, 황산, 염산에 대한 화학저항성 및 탄산가스에 의한 탄산화 촉진 시험을 실시하였다. 실험결과, 고로슬래그 혼입률이 30%일 경우 일반콘크리트와 동일한 강도발현 특성을 나타내었다. 고로슬래그 혼입율 50%의 조건은 탄산화에 의한 구조적 품질 저하가 예상되었으나 혼입률 30%이하에서는 일반콘크리트보다 우수한 탄산화 억제 효과가 있는 것으로 평가되었다. 특히 황산 및 염산용액 침지에 따른 강도저하 문제는 라텍스를 혼입함으로써 저감할 수 있었으며 탄산가스에 의한 중성화 진행도 라텍스를 혼입함으로서 개선되는 것으로 나타났다.

• 한국건설순환자원학회논문집
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• 제11권4호
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• pp.407-415
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• 2023

본 연구에서는 폐로프 재활용 섬유를 사용하여 보강된 시멘트 복합체(이하, W 시리즈)의 탄산화 시험을 EN 12390 규정에 따라 수행하고, 폴리프로필렌 기반 상용 보강재 (이하, P 시리즈)를 함유한 경우와 비교 분석하였다. 탄산화 시험 결과, 탄산화 깊이는 물시멘트비에 특히 큰 영향을 받았으며, 동일 조건에서 폐로프 보강재 함유 시멘트 복합체의 탄산화 저항성능이 상용 PP 계열 보강재를 혼입한 경우보다 다소 우수함을 확인하였다. 총 250일의 탄산화 시험 기간 동안, P시리즈와 W 시리즈 모두 압축강도가 증가하는 추세를 보였으나 W 시리즈의 평균 압축강도가 P 시리즈보다 다소 높은 것을 확인할 수 있었다. 또한, 시험 초기 단계에는 W 시리즈가 P 시리즈와 동일 수준의 휨강도를 얻었으나, 후반에는 P 시리즈가 평균 1.0 MPa 더 높은 휨강도를 보였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.433-436
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• 1999

Long-term durability of the reinforced concrete structures exposed to marine environment deteriorates seriously by the attack of the chloride ion from see water results in corrosion of steel reinforcement in concrete. Their coating effect is aluminum oxide-isocyanate-based coating material, resistance of chloride penetration, carbonation and freezing and thawing resistance were compared to acryl-based coating material and sealer type o waterproofing material. Aluminum oxide-isocyante-based and acryl-based coating material show higher resistance to chloride penetration and carbonation than the sealer type do waterproofing material and aluminum oxide-isocyanate-based coating resist about 99% of chloride penetration. Resultants to the accelerated test for freezing and thawing, coating concrete show higher resistance than non-coating concrete, respectively.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.559-562
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• 2005

The purpose of this study is to evaluate the durability and bond strength of polymer powder-modified mortars with special accelerator components. The mortars were prepared with various polymer-binder ratios and applied to the concrete substrate as a repair material. Bond strength, flexural and compressive strengths, freeze-thaw resistance and carbonation resistance were measured for the test. As a result, bond strength of the mortars was increased with an increase in the polymer-cement ratio, and freeze-thaw resistance and carbonation resistance were significantly improved with increasing polymer-cement ratio also.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.495-498
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• 2005

It was investigated the durability of the concrete to improve construction materials with polymer cement mortar in this study. With the popularity of repair and rehabilitation material, some mixtures composed of Ethylene Vinyl Acetate(EVA) was studied. Ethylene Vinyl Acetate(EVA) carried out tests to determine its properties which a include: freezing-thawing resistance test, carbonation test, and chemical resistance test. Result of freezing-thawing resistance test, mass change ratio and chemical resistance test, mass change ratio decreased of 12 and $15\~45\%$ as compared with control mortar. Carbonation depth decreased $3.7\~5.6mm$ as polymer-cement ratio increased $1\~4\%$.