• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
• /
• pp.625-630
• /
• 2002

The availability of natural aggregates has decreased in recent years due to depleting reserves. From the viewpoint of energy and resources saving, it may be advantageous to use the waste concrete as construction aggregates. The purpose of this study is to analyze petrographic and chemical properties of recycled aggregate, and to investigate the resistance of concrete to rapid freezing and thawing by using replacement ratios (0, 10, 20, 30, 40, 50, 60, 70, 100% ) of recycled aggregate.

• 한국농공학회논문집
• /
• 제47권7호
• /
• pp.25-33
• /
• 2005

This study was performed to develop environment-friendly porous polymer concrete utilizing recycled aggregates [RPPC] for permeable pavement of uniform quality with high permeability and flexural strength as well as excellent freezing and thawing resistance. The void ratios of RPPC are in the range of 15$\sim$$24\%$, showing the tendency that it is reduced to a great extent as the mixing ratio of the binder increases. The compressive and flexural strength of RPPC are in the range of 19$\sim$26 MPa and 6.2$\sim$7.4 MPa, respectively. Also, it shows a tendency to increase as the mixing ratio of the binder and filler increases. The permeability coefficients of RPPC are in the range of $6.3\times$$10_{-1}$$\sim$$1.5\times$$10_{-2}$cm/s. The flexural loads of RPPC are in the range of 18$\sim$32 KN. The weight reduction ratios obtained from the test for freezing and thawing resistance are in the range of 1.1$\sim$$2.4\%$ after 300 cycles of repeated freezing and thawing of the specimen for all mixes. The relative compressive strengths of RPPC after 300 cycles of freezing and thawing against the compressive strength before freezing and thawing test are in the range of 89$\sim$$96\%$.

• Structural Engineering and Mechanics
• /
• 제90권5호
• /
• pp.481-492
• /
• 2024

This research examined the mechanical behavior of fiber-reinforced concrete at unstable environmental conditions. Concrete composites with varying percentages of steel and glass fibers were analyzed. Compressive, indirect tensile, and fracture toughness properties were evaluated using the Edge Notched Disc Bend (ENDB) test under freezing-thawing and acidic environments and the results were compared with normal conditions. Steel fibers decreased the strength in the specified cycles, while glass fibers showed a normal strength trend. The compressive, tensile and fracture toughness of the samples containing 1.5 vol.% fibers showed a 1.28-, 2.13- and 4.5-fold enhancement compared to samples without fibers, after 300 freezing-thawing cycles, respectively.

• 한국건설순환자원학회논문집
• /
• 제6권4호
• /
• pp.319-323
• /
• 2018

페로니켈 슬래그는 페로니켈의 제련과정에서 발생하는 산업부산물로, 냉각 방법에 따라 서냉 페로니켈 슬래그와 수쇄 페로니켈 슬래그로 구분된다. 본 연구의 목적은 서냉 페로니켈 슬래그(air-cooled ferronickel slag, ACFNS) 잔골재를 이용한 콘크리트의 역학적 특성 및 동결융해 저항성을 평가하는 것이다. 이를 위하여 물-시멘트비 50%에 대해서 ACFNS 혼입률을 잔골재용적비로 7가지 수준(0%, 20%, 30%, 40%, 50%, 70%, 100%)으로 변화시켜 ACFNS 잔골재를 이용한 콘크리트를 제작하였다. 실험결과로부터, ACFNS 잔골재 콘크리트의 압축강도 및 정탄성계수는 ACFNS의 혼입률이 증가할수록 커지고, 동결융해 저항성은 동결융해 300 사이클 동안 상대동탄성계수가 90% 이상으로 나타난 기준 콘크리트와 유사한 것으로 나타났다.

• 산업기술연구
• /
• 제17권
• /
• pp.227-232
• /
• 1997

This study was conducted to evaluate durability of concrete which are increasingly demanded recently. Concrete durability properties incorporating waste foundry sand was performed with the variable of W/C ratio, Sand/Waste foundry sand ratio and Air entrainment-Non air entrainment. Cylinder specimens were made and subjected to freezing and thawing cycle at $-18^{\circ}C$ and $4^{\circ}C$. Dynamic modulus of elasticity were evaluated as F/T cycle increase. The results show that decreasing W/C ratio and AE concrete makes improved resistance of freezing and thawing improved. Especially, resistance of freezing and thawing is improved by Fine aggregate/Waste foundry sand ratio which is 50%, 25%, 0% in a row.

• 한국안전학회지
• /
• 제22권3호
• /
• pp.57-64
• /
• 2007

Recently, the corrosion of concrete structures has received great attention related with the deterioration of sea-side structures, such as new airport, bridges, and nuclear power plants. In this regards, many studies have been done on the chloride attack in concrete structures. However, those studies were confined mostly to the single deterioration due to chloride only, although actual environment is rather of combined type. The purpose of the present study is, therefore, to explore the influences of carbonation and freezing-thawing action to chloride attack in concrete structures. The test results indicate that the chloride penetration is more pronounced than the case of single chloride attack when the carbonation process is combined with the chloride attack. It is supposed that the chloride ion concentration of carbonation region is higher than the sound region because of the separation of fixed salts. Though the use of fly ash pronounces the chloride ion concentration in surface, amounts of chloride ion penetration into deep region decreases with the use of fly ash. The small reduction of relative dynamic elastic modulus induced from freezing-thawing increases the chloride ion penetration depths much. The present study allows more realistic assessment of durability for such concrete structures which are subjected to combined attacks of both chlorides and carbonation or freezing-thawing but the future studies for combined environment will assure the precise assessment.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2008년도 추계 학술논문 발표대회
• /
• pp.227-233
• /
• 2008

Porous concrete has large continuous voids of 20-30 % by volume, and this concrete is attractive as environmental material in Japan i.e. permeable road pavement, river bank protection with vegetation and green roof system which influence thermal environment. It is necessary to confirm the frost resistance when constructing porous concrete structure in cold region. However applicable test method and evaluation criterion of porous concrete has not defined yet. Therefore, the object of this study is to investigate the frost resistance of porous concrete and this investigation attempts to address this concern by comparing 4 kinds of specified freezing and thawing tests methods (JIS A1148 procedure A/B and RILEM CIF/CDF test) in consideration of actual environment. RILEM freeze-thaw tests are different from JIS A1148 freeze-thaw tests, which are widely adopted for evaluating the frost resistance of conventional concrete in Japan, in water absorption, cooling rate, length of freezing and thawing period, and number of freezing and thawing cycles. RILEM CIF test measures internal damage and is primarily applicable for pure frost attack. CDF test is appropriate for freeze-thaw and de-icing salt attack. JIS A1148 procedure A/B showed extremely low frost resistance of porous concrete if the large continuous voids were filled with water and the ice expansion in the large continuous voids set in during cooling. Frost resistance of porous concrete was improved by mixing coarse aggregate (G7) which particle size is smaller and fine aggregate in JIS freezing and thawing tests. RILEM CIF/CDF test showed that freeze-thaw and de-icing resistance of porous concrete was seems to be superior in that of conventional concrete.

• 한국구조물진단유지관리공학회 논문집
• /
• 제25권4호
• /
• pp.46-55
• /
• 2021

콘크리트 구조물은 외부 극한기후환경에 노출 될 경우 공용년수가 증가할수록 다양한 문제점들이 발생할 수 있다. 이러한 문제들 중 최근 가장 문제가 되고 있는 폭우, 폭설과 같은 극한 기후요소의 작용으로 동결융해 현상이 발생한다. 본 연구에서는 서울의 경우, 동결융해가 발생하는 기간 동안에 매우 건조한 날씨를 나타내기 때문에 KS F 2456 를 참고하여 콘크리트의 기중 급속 동결 융해 시험법을 제시하였다. 콘크리트 공시체 및 철근콘크리트 휨 부재를 제작하여 0, 100, 200, 300 사이클의 기중 급속 동결 융해를 수행하였으며 성능 평가를 통해 각 실험체의 재료 및 부재 단위에서의 성능 저하를 확인하였다. 300사이클까지 기중 급속 동결 융해를 수행한 설계 강도 24 MPa의 콘크리트 압축 강도는 5.24 MPa(21%) 만큼 감소하며, 기중 급속 동결 융해가 진행될수록 콘크리트의 재료적 강도 감소에 의해 철근콘크리트 휨 부재의 철근의 응력 부담이 증가되어 지진과 같은 외력 발생에 따른 구조물의 에너지 흡수(소산) 능력이 감소한다.

• 한국해양공학회지
• /
• 제23권5호
• /
• pp.54-60
• /
• 2009

Exposed to various environments, concrete confronts degradation by a lot of physical and chemical reaction. Though so many experiments and theorizations on the single condition of concrete degradation have been carried out by constant studies, the truth for now is that there are few studies on the compound phenomenon of degradation related with marine environments. Accordingly, this study measured the degree of degradation in the change of external shape, the change of unit weight and compressive strength, ultrasonic velocity test, and the change of length, etc. after exposing the specimen of cement mortar to the environment between 0 cycle and the maximum of 300 cycles under the condition of aquatic curing, freezing and thawing, and compound degradation, using mineral admixture effective for concrete degradation as a binder. The result indicated that the case of adding mineral admixture showed greater resistance than that of using OPC only, and specifically, the specimen with the additive of slag powder and three component system showed very excellent resistance to freezing and thawing, and compound degradation.

• 콘크리트학회논문집
• /
• 제13권4호
• /
• pp.397-405
• /
• 2001

해안에 근접한 콘크리트 구조물이 동결음해 작용을 받을 경우, 내륙 콘크리트에 비해 내구성능 저하가 촉진된다. 그리고 최근 동절기에 차량의 안전 주행을 위해 도로 및 교량에 염화칼슘 등의 제설제의 산포량이 현격히 증가하고 있으며 이로 인해 내륙 콘크리트 구조물도 해안 콘크리트 구조물과 마찬가지로 동결융해와 염해의 복합작용에 의한 내구성능 저하가 염려된다. 미국, 일본 및 유럽 등에서는 제설제가 콘크리트에 미치는 영향에 대해 연구가 활발히 진행되고 있다. 그리고 제설제가 콘크리트에 미치는 영향을 검토하는 시험방법이 제정되었다. 그러나 우리 나라에서는 동결융해와 염해에 대한 복합 내구성능 저하시험방법은 제정되어 있지 않으며 또한 이에 대한 연구가 이루지지 않고 있다. 따라서 본 연구에서는 동결융해와 염해의 복합작용을 받는 콘크리트의 내구성능 저하를 평가하는 방법을 검토하기 위해 복합 내구성능 저하 실험을 실시하였다. 복합시험에서 시멘트 종류, 강도, 공기량 등이 스케링에 미치는 영향을 검토하였다. 그 결과, 염화물 존재 하에서 동결융해 작용을 받는 경우, 콘크리트의 스케링 손실이 촉진된다. 또한 스케링에 대한 저항성은 사용 시멘트 종류, 콘크리트의 강도, 공기량의 영향을 크게 받는다.