염해 및 복합열화에 의한 부식촉진시험과 장기폭로 시험의 상관성에 관한 연구
Study on the correlation between long-term exposure tests and accelerated corrosion tests by the combined damage of salts
1
조회
0
다운로드
4
인용
0
참고문헌
키워드
초록
Interest in the durability assessment and structural performance has increased according to an increase of concretestructures in salt damage environment recent years. Reliable way ensuring the most accelerated corrosion testis a method of performing the rebar corrosion monitoring as exposed directly to the marine test site exposure. However, long-term exposure test has a disadvantage because of a long period of time. Therefore, many studieson reinforced concrete in salt damage environments have been developed as alternatives to replace this. However,accelerated corrosion test is appropriate to evaluate the critical chlorine concentration in the short term, but onlyaccelerated test method, is not easy to get correct answer. Accuracy of correlation acceleration test depends onthe period of the degree of exposure environments. Therefore, in this study, depending on the concrete mix material,by the test was performed on the basis of the composite degradation of the salt damage, and investigate thedifference of corrosion initiation time of the rebar, and indoor corrosion time of the structure, of the marineenvironment of the actual environments were inuestigated. The correlation coefficient was derived in the experiment. Long-term exposure test was actually conducted in consideration of the exposure conditions submerged zone,splash zone and tidal zone. The accelerated corrosion tests were carried out by immersion conditions, and bythe combined deterioration due to the carbonation and accelerated corrosion due to wet and dry condition.
Abstract
Interest in the durability assessment and structural performance has increased according to an increase of concretestructures in salt damage environment recent years. Reliable way ensuring the most accelerated corrosion testis a method of performing the rebar corrosion monitoring as exposed directly to the marine test site exposure. However, long-term exposure test has a disadvantage because of a long period of time. Therefore, many studieson reinforced concrete in salt damage environments have been developed as alternatives to replace this. However,accelerated corrosion test is appropriate to evaluate the critical chlorine concentration in the short term, but onlyaccelerated test method, is not easy to get correct answer. Accuracy of correlation acceleration test depends onthe period of the degree of exposure environments. Therefore, in this study, depending on the concrete mix material,by the test was performed on the basis of the composite degradation of the salt damage, and investigate thedifference of corrosion initiation time of the rebar, and indoor corrosion time of the structure, of the marineenvironment of the actual environments were inuestigated. The correlation coefficient was derived in the experiment. Long-term exposure test was actually conducted in consideration of the exposure conditions submerged zone,splash zone and tidal zone. The accelerated corrosion tests were carried out by immersion conditions, and bythe combined deterioration due to the carbonation and accelerated corrosion due to wet and dry condition.
참고문헌 (8)
- H. S. Mun, "Research of Steel Corrosion and Corrosion Protection System for Reinforcing Steels in Concrete Exposed to Chloride Environments", 석사, pp.2001
- Y. J. Jo, , Journal of academia-industrial technology, 14, pp.4542~ (2013)
- S. S. Park, , KCI concrete journal, 25, pp.95~ (2013)
- J. W. Jung, "A Study of Accelerated Corrosion Test and Chloride Penetration Analysis with Artificial Seawater Immersion Condition", 석사, pp.2013
- M. W. Kim, "A Study on the accelerated corrosion test and chloride penetration analysis for each concrete mixture based on the wetting and drying condition of artificial seawater", 석사, pp.2014
- "KS F 2599-2 Standard test method for the accelerated corrosion of reinforced concrete (wet-drying cycles method)", Korean Industrial Standards, ~ (2008)
- "KS F 2584 Standard test method for the accelerated carbonation of concrete", Korean Industrial Standards, ~ (2010)
- 류동우, "고로슬래그 미분말을 대량 사용한 콘크리트의 염해 및 동결융해 저항성에 관한 실험적 연구", 한국건축시공학회지, 12(3), pp.315~322 (2012), 한국건축시공학회
