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미생물 혼입 하이드로젤 지지체 첨가에 따른 자기치유 콘크리트의 물성 변화
추인엽,우진호,우상균,이병재 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 논문집 Vol.22 No.6
콘크리트 자기치유를 목적으로 미생물 혼입 하이드로젤 지지체 첨가에 따른 콘크리트의 특성을 검토하였다. 자기치유 콘크리트의 슬럼프 측정결과, 모든 배합조건에서 목표슬럼프를 만족하였으나, 하이드로젤 지지체의 혼입량 증가에 따라 슬럼프 감소가 있었다. 하이드로젤 지지체 혼입에 따른 공극률의 변화는 미미하였다. 자기치유 콘크리트의 압축강도 평가결과, 하이드로젤 지지체의 혼입은 강도에 영향을 미치지 않았다. 하지만 동일 배합조건하에서 시험체간의 분산값이 하이드로젤 지지체 혼입량 증가에 따라 증가하는 경향을 나타내었다. 하이드로젤 지지체의 혼입에 따른 자기치유 콘크리트의 투수시험 결과, HC-B1.5 배합의 경우 최대 45.6%의 투수계수 회복율을 나타내어 하이드로젤 지지체의 혼입이 투수계수 감소에 효과가 높은 것으로 확인되었다 The properties of concrete with addition of microgel - containing hydrogel support were investigated. As a result of measuring the slump of the self - healing concrete, the target slump was satisfied in all the mixing conditions, but the slump was decreased as the mixing amount of the hydrogel support increased. The change of porosity due to incorporation of hydrogel support was minimal. As a result of the evaluation of the compressive strength of the self - healing concrete, the incorporation of the hydrogel support did not affect the strength. However, under the same mixing condition, the dispersion value of the specimens tended to increase with increasing hydrogel support contents. As a result of the permeability test of self-healing concrete according to the incorporation of hydrogel support, it was confirmed that the mixing ratio of hydrogel support was effective to decrease the permeability coefficient.
Prediction model for the hydration properties of concrete
추인엽,Muhammad Nasir Amin,김진근 사단법인 한국계산역학회 2013 Computers and Concrete, An International Journal Vol.12 No.4
This paper investigates prediction models estimating the hydration properties of concrete, such as the compressive strength, the splitting tensile strength, the elastic modulus,and the autogenous shrinkage. A prediction model is suggested on the basis of an equation that is formulated to predict the compressive strength. Based on the assumption that the apparent activation energy is a characteristic property of concrete, a prediction model for the compressive strength is applied to hydration-related properties. The hydration properties predicted by the model are compared with experimental results, and it is concluded that the prediction model properly estimates the splitting tensile strength, elastic modulus, and autogenous shrinkage as well as the compressive strength of concrete.
미생물 혼입 자기치유 콘크리트의 균열 치유성능 및 내구성능
추인엽,우상균,이병재,이윤,이효섭,Chu, Inyeop,Woo, Sang-Kyun,Lee, Byung-Jae,Lee, Yun,Lee, Hyo-Sub 한국전력공사 2021 KEPCO Journal on electric power and energy Vol.7 No.2
Recently, interest in maintenance has been increasing due to the enlargement and aging of infra structures. Therefore, a new paradigm is required to secure and improve the durability of structures differentiated from the past. Accordingly, research on smart concrete incorporating the concept of self-healing into concrete is being actively conducted. In this study, the crack healing performance and durability performance of self-healing concrete applied with a hydrogel containing biomineral-forming microorganisms were evaluated. As a result of evaluating the dispersion of the hydrogel in concrete, it was confirmed that the hydrogel was well distributed in concrete matrix with a dispersion coefficient of 0.35 to 0.46. The crack healing performance evaluation was verified by a water permeability test, and showed a recovery rate of 95% or more at the age of 28 days, confirming the applicability of self-healing concrete. The durability performance of self-healing concrete was evaluated in terms of resistance to penetration of chloride ion and freezing and thawing. Regardless of the mixing of the hydrogel, the same level of durability performance was shown for various compressive strength level. Therefore, it was confirmed that the microbial admixture did not affect concrete durability. In the future, long-term crack healing performance and durability verification studies should be supplemented.
전력구 콘크리트 구조물의 건조수축 균열특성에 관한 연구
우상균,추인엽,김기중,이윤 한국구조물진단유지관리공학회 2016 한국구조물진단유지관리공학회 논문집 Vol.20 No.1
이 연구의 목적은 개착식 전력구 콘크리트에 발생하는 부등건조수축에 의한 균열특성을 파악하고, 그 제어방법을 제시하는데 있 다. 건조수축균열은 콘크리트 내부의 수분확산계수의 영향을 크게 받으며, 수분확산계수는 콘크리트 내부에서의 수분이동속도를 결정하는 주요인자이다. 수분확산계수와 더불어 콘크리트 표면의 표면계수와 외부의 상대습도는 콘크리트 내부에서 외부로의 수분이동에 영향을 미친 다. 따라서 이 연구에서는 전력구 박스형 콘크리트 구조물의 부등건조수축에 의한 균열특성을 파악하기 위하여 세 가지 주요영향인자를 고려 한 수치해석을 수행하였다. 수치해석 결과, 수분확산계수와 표면계수가 증가할수록 상부슬래브의 부등건조수축에 의한 균열발생시점이 빨라 지며, 세 가지 요인 중에 콘크리트의 부등건조수축에 의한 균열발생 특성에 가장 큰 영향을 미치는 것은 외기습도인 것으로 나타났다. 이 연구 결과를 분석한 결과, 개착식 전력구 시공시에 콘크리트 타설 후 표면보습이나 살수양생과 같이 외기습도를 증가시키는 것이 부등건조수축에 의한 균열제어에 가장 효과적인 것으로 판단되며, 콘크리트 재료적 측면의 균열저감방법으로 수분확산계수와 표면계수를 결정하는 콘크리트 의 배합이나 재료특성을 적절히 선정함으로써 균열의 진전속도나 발생시점을 제어할 수 있을 것으로 판단된다. The purpose of this study is to predict the cracking behavior and suggest the method of controlling the cracking in concrete box culvert for power transmission due to differential drying shrinkage. Drying shrinkage cracking is mainly influenced by the moisture diffusion coefficient that determines moisture diffusion rate inside concrete structures. In addition to the diffusion coefficient, surface coefficient of concrete surface and relative humidity of ambient air simultaneously affect the moisture evaporation from concrete inside to external air outside. Within the framework of drying shrinkage cracking mechanism, it is necessary to perform the numerical analysis, which involves these three influencing factors to predict and control the shrinkage cracking of concrete. In this study, moisture diffusion and stress analysis cor responding to drying shrinkage on concrete box culvert are performed with consideration of diffusion coefficient, surface coefficient, and relative humidity of ambient air. From the numerical results, it is found that cracking behavior due to differential drying shrinkage of box culvert shows the different feature according to three influencing factors and the methodology of controlling of drying shrinkage cracks can be suggested from this study.