首页> 中文期刊> 《水利与建筑工程学报》 >大田港闸混凝土结构耐久性检测与分析

大田港闸混凝土结构耐久性检测与分析

         

摘要

To investigate the degree and causes of aging damages for Datiangang sluice, the inspection and analysis were made on the apparent quality and durability of its concrete structures according to the relevant criteria. The results show that the damages to the appearance of its concrete structures are obvious, including honey combing, cracking along rebar, re-bar corrosion, concrete delamination and so on, the poor quality of concrete construction, the insufficient thickness of local concrete cover and the re-bar corrosion and expansion induced by carbonization of concrete cover are the main causes of the damages, and the main form of the damage to its overflow structure is the abrasion resulted from water scouring.%为了解大田港闸老化病害的程度和原因,按照规范要求对该水闸混凝土结构进行外观质量和耐久性检测分析。结果表明,水闸混凝土结构外观破损明显,露石露砂、顺筋裂缝、钢筋锈蚀、混凝土破损剥落等现象严重;引起破坏的主要原因是混凝土施工质量较差,钢筋保护层厚度不足,钢筋保护层混凝土碳化引起钢筋锈蚀胀裂,而水流冲刷磨蚀是水闸过流结构破坏的主要形式。

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