Repair of Seonjingang Bridge in Namhae Highway Route Deteriorated by Chloride Attack

남해고속도로 섬진강교 내염보수공사 시공

  • 한복규 ((주)한국쇼본드건설 기술개발본부) ;
  • 지한상 ((주)한국쇼본드건설 기술개발본부) ;
  • 정해문 (한국도로공사 도로교통기술원) ;
  • 안태송 (한국도로공사 도로교통기술원)
  • Published : 2005.11.01

Abstract

Corrosion of reinforced concrete structures in marine environment is one of the most important mechanisms of deterioration. Under Korean highway bridge, the time for the steel reinforcement in the concrete to exhibit initial signs of corrosion is within three decades. Therefore, 'SUM JIN' highway bridge, located in a corrosive marine environment on the south of Korea, had been examined the current condition of the steel reinforcement corrosion in concrete by half-cell potentials, chloride contamination of concrete and so on. According to the tests, the protecting film around the reinforcement is deteriorated and corrosion activity developed in tidal zone. The purpose of this paper is to report the effects of 'SUM JIN' highway bridge damaged by chlodide attack and to present the results of repair of 'SUM JIN' highway concrete bridge in domestic marine environment.

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