한국재난정보학회 논문집 (Journal of the Society of Disaster Information)

  • 제11권4호
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  • Pages.548-555
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  • 2015
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  • 1976-2208(pISSN)
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  • 2671-5287(eISSN)
한국재난정보학회 (The Korean Society of Disaster Information)
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동절기 제설제 사용에 대한 고속도로 교량의 내구수명 평가

Estimation of Service Life for Expressway Bridge Subjected to Chloride Ingress from De-icer

  • 투고 : 2015.11.05
  • 심사 : 2015.12.24
  • 발행 : 2015.12.31
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초록

본 연구에서는 동절기 교통안전을 위해 교량 구조물에 사용되는 제설제에 의한 염화물 침투 특성을 조사하여 사용수명을 평가하기 위해 수행되었다. 이 연구에서는 준공 후 공용기간이 약 10년이 경과한 10개 교량의 지점에서 깊이별 염화물 농도 분포를 조사하여 제설제에 의한 염해를 예측하기 위한 표면 염화물 농도와 확산계수를 도출하였다. 얻어진 정보를 바탕으로 Life-365 프로그램을 이용하여 각 지점의 사용수명을 평가하였다. 대상 교량의 사용수명 평가 결과 10개 지점 모두 100년 이상의 사용수명을 가질 것으로 판단되었다. 추가적으로 콘크리트의 배합에 기인한 확산계수를 구하여 제설제에 의한 염해와 해수에 의한 염해의 경우에 대해 확산특성을 비교 분석하고 사용수명을 평가하였다.

This paper aims to estimate the service life of the target bridge structures subjected to chloride ingress from de-icer, which is used for safety of vehicles in winter, by investigating the chloride ingress into concrete. In this study, the 10-year-old bridge structures were investigated by measuring the chloride along the depth from the exposed surface to derive the surface chloride concentration and the diffusion coefficient for the prediction of service life. The service life of each measured point on the structures were estimated with the surface chloride concentration and the diffusion coefficient by using Life-365 software. As a result, it was estimated for all measured points to have over 100-year service life. Furthermore, the diffusion coefficient and the service life from the measured data were compared to another method calculated with the concrete mix, considering the time dependency of diffusion coefficient.

키워드

참고문헌

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