新設および大規模改修時における橋梁計画 (1)

[CS3-09] Consideration about the load capacity of the prestressted cocrete box girder bridge which degraded

*辻角 学¹、中川 健¹、稲葉 尚文² (1. 中日本ハイウェイ・エンジニアリング名古屋、2. 中日本高速道路)

Keywords:prestressted cocrete bridge, steel bar for prestressted cocrete, corrosion rate, load capacity

This consideration will report the result which considered the load capacity in the prestressted cocrete bridge degradation located in a coastal strip on the Sea of Japan coast advanced.