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鉄筋コンクリート製地下構造物における鋼材腐食の将来予測法

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図 3-18  ばらつきを考慮した将来予測法の手順
Tafel 勾配 (O 2 ) b O2 -0.059  V/decade
図 4-7  解析結果(鉄筋付近の H 2 O 量,Case0 および Case1-1)  b)  Case2  図  4-8にCase2の経年15年時点における腐食原因物質の分布と鉄筋の腐食深 さを示す. O 2 が上面から供給されないため,腐食に伴う消費により上面付近のO 2 量が低下している.また,Cl - が上面から供給されるため,Case1と同様に上面側Case0Case1-1鉄筋下端腐食反応によるH2O量低下

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