chloride ingress

基本解釋

Chloride ingress is the main reason for durability deterioration of reinforced concrete structures in salt-fog environment.
鹽霧環(huán)境下，氯離子侵蝕是混凝土結構耐久性退化的主要原因。
It penetrates even high grade concrete effectively, prevents water and Chloride ingress and leaves no visible residues on the surface.
與混凝土表面接觸時間長，保證了在高等級混凝土中的滲透深度，而且在其表面不會殘留任何痕跡。
The stress and induced cracks have important influences on the concrete durability, especially the ingress of aggressive agents, such as chloride.
應力水平及由此產生的微裂縫或宏觀裂縫對鋼筋混凝土結構的耐久性，尤其是有害物質的入侵有一定程度的影響。

氯離子侵蝕
Common durability diseases of tunnels are:lining crack、lining deterioration (including carbonation、chloride ingress、sulphate attack etc)、tunnel freezing.
隧道常見的耐久性病害包括:襯砌裂損、襯砌腐蝕(包括碳化、氯離子侵蝕、硫酸鹽侵蝕等)、凍害等。