• 제목/요약/키워드: Reinforcing Corrosion

검색결과 259건 처리시간 0.025초

염화물 침투 콘크리트의 균열 특성에 따른 철근 부식에 관한 연구 (Rapid Corrosion Test on Reinforcing Steels in Chlordie-Penetrating Structures with Various Crack Patterns)

  • 류금성;유환구;김국환;이상국;정영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.718-723
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    • 2000
  • Reinforced concrete is in general, known as high durability construction material under normal environments due to strong alkalinity of cement. It is, however, well known that moderate or minor cracks in reinforced concrete should be most serious causes to deteriorate the durability of RC structures. Futhermore, chloride contents penetrating through unexpected cracks in reinforced concrete bridges get to weaken corrosion resistance of reinforcement steel in concrete and then to accelerate the deterioration of concrete durability. The objective of this experimental research is 1) to evaluate the effect of various corrosion protection systems for reinforced concrete specimens with moderate or minor cracks which are exposed to cyclic wet and dry seawater, and then 2) to develop effective corrosion protection systems for reinforced concrete bridges under the exposure of various detrimental environments such as seawater, deicing and etc.

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에폭시모르타르로 보강된 부식철근 RC보의 구조적 성능 (Structural Performance of Reinforcement corrosion RC Beams Strengthened with Epoxy Mortar System)

  • 한복규;홍건호;신영수;정란
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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    • pp.769-774
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    • 2000
  • The purpose of this study was to investigate the structural performance of reinforcement corrosion reinforced concrete beams strengthened with epoxy mortar system. Main test parameters are existence and the magnitude of the reinforcement corrosion and the reinforcing bar and the tensile reinforcement ratio of the specimens. eight beam specimens were tested to investigate the effectiveness of each test variables on maximum load capacity and failure mode. Test results showed that the ultimate moment of th specimens were higher tan the nominal moment and the flexural stiffness was increased about 2.5 times and the cracking moments occurred over 60% of the failure moment in comparison with same sized control beam. However, note that epoxy mortar may conduct member into brittle failure mode.

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동결융해 및 중성화를 받은 콘크리트의 철근 부식 특성 (Corrosion of Steel in Concrete Deteriorated by Freezing/Thawing and Carbonation)

  • 정해문;김종우;이대근;최광일
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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    • pp.293-298
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    • 1997
  • Corrosion of steel reinforcing in concrete deteriorated by freezing/thawing and carbonation was characterized. Concrete specimens were prepared using various kinds of cements such as ordinary portland cement (type I), low heat portland cement (type IV, belite rich cement), sulphate resistance portland cement (type V), blast furnace slag portland cement and ternary blended cement. Of various cements, type V and type IV with lower $C_3A$ content revealed better steel corrosion resistance after freezing/thawing and carbonation. $C_3A$ content in cement might affect freezing/thawing resistance in sea water.

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Bond strength modeling for corroded reinforcement in reinforced concrete

  • Wang, Xiaohui;Liu, Xila
    • Structural Engineering and Mechanics
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    • 제17권6호
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    • pp.863-878
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    • 2004
  • Steel corrosion in reinforced concrete structures leads to concrete cover cracking, reduction of bond strength, and reduction of steel cross section. Among theses consequences mentioned, reduction of bond strength between reinforcement and concrete is of great importance to study the behaviour of RC members with corroded reinforcement. In this paper, firstly, an analytical model based on smeared cracking and average stress-strain relationship of concrete in tension is proposed to evaluate the maximum bursting pressure development in the cover concrete for noncorroded bar. Secondly, the internal pressure caused by the expansion of the corrosion products is evaluated by treating the cracked concrete as an orthotropic material. Finally, bond strength for corroded reinforcing bar is calculated and compared with test results.

염화물이 철근콘크리트의 부식에 미치는 영향 (The Effect of Chloride on the Corrosion of Reinforced Concrete)

  • 김정섭;신용석;이설;김광석
    • 한국구조물진단유지관리공학회 논문집
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    • 제9권2호
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    • pp.147-154
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    • 2005
  • 부식면적에 기준으로 살펴보면, 염화물이온 함유량이 증가할수록, 재령이 증가할수록 부식면적이 증가하는 것으로 나타났다. 특히 염화물이온 함유량이 $3kg/m^3$에서 $7kg/m^3$로 증가할때, 재령일이 730일에서 1035일로 증가할때 부식면적 증가 기울기가 큰 것으로 나타났다. 방청 시험체에 비해 무방청 시험체에서 약 8~35배정도 많은 부식면적을 나타내어 방청제 도포에 의한 부식방지에 효과를 확인할 수 있었다. 염화물이온을 함유하지 않은 경우 피복두께 증가에 따른 철근의 부식제어효과를 나타내었으나 염화물 이온을 함유한 시험체에서는 염화물 역확산, 시험오차 등의 복합적인 문제로 피복두께와 부식의 일정한 경향을 볼 수 없었다.

실리케이트계열의 표면침투보강재를 이용한 열화방지기술개발 (Development of the Preventing Aging Technology Using Silicate Type Penetration Reinforcing Agent)

  • 김도겸;조명석;송영철;류금성
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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    • pp.313-316
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    • 2006
  • The most serious cause of deterioration in the concrete structures is reinforcing corrosion due to the chloride attack and carbonation. Therefore, it is needed to protect durability and performance according to the appropriate materials and methods in the concrete structures. In general, several types of polymer and silicate are used as protecting deterioration agents of concrete structures, but these agents have many problems because of low durability and properties. The object of this study is to develop a preventing aging technology. The work involves the development of silicate type penetration reinforcing agent.

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이형 철근의 콘크리트 부착 모델 수립을 위한 Micro-CT 활용 단조가력 시험 (Micro Computer Tomography Applied Monotonic Pullout Test for Deformed Rebar Bonding Model)

  • 장인동;조정현;이종구
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2020년도 가을 학술논문 발표대회
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    • pp.192-193
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    • 2020
  • In reinforced concrete adhesion studies, the demolition of the specimen is inevitably involved, and the studies conducted are limited to the macro load-displacement analysis. In order to establish an elaborate model for concrete bonding reinforced rebars, it is necessary to observe the rebar bonding behavior in the in-situ state. In this study, specially manufactured reinforcing bars, micro-UTM and 𝝁-computer tomography (𝝁CT) are used to observe reinforcing bars in the in-situ state. As a result of the monotonic pullout test of the processed reinforcing bar, maximum bond stress were shown to be 16.7MPa, which is slightly higher than the existing 10 to 12 MPa, and then the empty space inside the specimen in which the pullout test was conducted using 𝝁CT was confirmed. Through additional research, the fracture phenomenon of concrete excluding voids will be studied.

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Monitoring of Corrosion Rates of Carbon Steel in Mortar under a Wet-Dry Cyclic Condition

  • Kim, Je-Kyoung;Kang, Tae-Young;Moon, Kyung-Man
    • 전기화학회지
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    • 제10권3호
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    • pp.179-183
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    • 2007
  • The corrosion behavior of metal covered with mortar under a wet-dry cyclic condition were investigated to apply for the measurement of corrosion rates of reinforcing steel in concrete structure. The carbon steel in mortar having t=3 mm cover thickness was exposed to the alternate condition of 6 h immersion in chloride containing solution and 18 h drying at $25^{\circ}C$ and 50%RH. The electrochemical phenomena of a carbon steel and mortar interface was explained by an equivalent circuit consisting of a solution resistance, a charge transfer resistance and a CPE(Constant Phase Element). The corrosion rates were monitored continuously during exposure using an AC impedance technique. Simultaneously, the current distribution over the working electrode during impedance measurement was analyzed from the phase shift, $\theta$, in an intermediate frequency. The result showed that corrosion rate monitoring using an AC impedance method is suitable under the given exposure conditions even during the drying period when the metal is covered with the wetted mortar.

Incorporation of Montmorillonite/Silica Composite for the Corrosion Protection of an Epoxy Coating on a 2024 Aluminum Alloy Substrate

  • Thai Thu Thuy;Trinh Anh Truc;Pham Gia Vu
    • Corrosion Science and Technology
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    • 제22권2호
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    • pp.99-107
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    • 2023
  • Layered silicate clay montmorillonite (MMT) has been used in nanocomposite coating to improve corrosion protection by reinforcing the barrier property. The better dispersion of MMT in the coating produces a higher barrier effect. Pretreatment with MMT could favor the delamination of clay platelets, facilitating MMT dispersion in the coating. In the present work, a montmorillonite/silica (MMT/Si) composite was prepared by the in situ sol-gel method. x-ray diffraction measurements and field-emission scanning electron microscopy observations showed silica crystal formation and increased basal spacing between the MMT platelets. Composite MMT/Si particles were introduced in an epoxy resin to reinforce the corrosion protection of the coating applied on the AA2024 surface. Electrochemical impedance spectroscopy (EIS) was performed to characterize the protective property of the coating. The results demonstrated the high barrier effect of the coating containing 5 wt% of MMT/Si. Adhesion evaluation after a salt spray test exhibited a high adherence to the epoxy coating containing MMT/Si.

전위차 부식촉진법을 이용한 철근 콘크리트의 내부식성 예측을 위한 새로운 기법 연구 (A New Method on the Prediction of Corrosion Resistance of Reinforced Concrete Using Accelerated Potentiometric Corrosion Method)

  • 오병환;조윤구;차수원;정원기
    • 콘크리트학회지
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    • 제8권5호
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    • pp.201-209
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    • 1996
  • 최근 여러 지역에서 혹독한 환경에 노출되는 대형구조물들의 건설이 증가하고 있다. 철근부식은 콘크리트 구조물의 내구성 및 내구연한에 큰 영향을 미칠 수 있다. 따라서 철근부식저항성을 증진시키기 위하여 내구성이 우수한 콘크리트의 개발이 필요하며 이러한 고내구성콘크리트의 부식저항성은 철근부식촉진실험으로 나타낼 수 있다. 따라서 본 논문의 목적은 철근의 부식량을 합리적이고 정확하게 측정하기 위한 새로운 기법을 고안하는데 있다. 본 논문에서 제시된 방법은 Faraday's Law 에 기초하고 있으며 철근부식은 전위차 부식실험방법으로 촉진시켰다. 본 연구에서 제시된 기법은 촉진부식시간에 따라 철근의 부식량을 결정할 수 있다. 따라서 고내구성 콘크리트를 개발하기 위한 플라이애쉬와 실리카 흄 등 혼화재가 미치는 철근부식 저항성연구를 정량적으로 수행할 수 있는 기법이 제시되었으며 이 방법은 앞으로 철근콘크리트 구조물의 부식저항성 예측에 효율적으로 활용될 수 있다.