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강바닥판 사장교의 폐단면 세로리브 내부 부식 원인 및 보강 방안

A Case Study on Corrosion Cause and Reinforcement of Longitudinal U-ribs of Steel Plate Deck in Cable-stayed Bridge

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The purpose of this study is to investigate the causes of corrosion of steel plate deck longitudinal U-ribs and to investigate the reinforcement method. It was confirmed that the corrosion of the longitudinal U-ribs occurred due to penetration water of the bolt hole of the shear key used in construction. The longitudinal U-ribs which were corroded were stiffened by attaching reinforcing plates, and finishing treatment was performed to prevent the surface water from flowing into the inside.

저자
  • 진상호(한국시설안전공단 국가시설관리본부 특수교관리센터 목포사무소) | Jin Sang-Ho
  • 주형석(한국시설안전공단 국가시설관리본부 특수교관리센터 목포사무소) | Ju Hyeong-Seok
  • 박승수(한국시설안전공단 국가시설관리본부 특수교관리센터 목포사무소) | Park Sung-Su
  • 채성욱(한국시설안전공단 국가시설관리본부 특수교관리센터 목포사무소) | Chae Sung-Wook
  • 이승철(익산지방국토관리청 해상교량안전과) | Le Seung-Chul