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Comparative study of different test methods for reinforced concrete durability assessment in marine environment

机译:海洋环境中钢筋混凝土耐久性评估不同测试方法的比较研究

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摘要

There are many different test methods to assess reinforced concrete durability. As in marine environment reinforcement corrosion due to chloride attack is the most important degradation process, chloride penetration rate has been compared with different durability tests results (concrete strength, porosity, water absorption, water penetration depth under pressure, capillarity, water and oxygen permeability) carried out on concrete cores obtained from the caissons of seven Spanish wharves. Data have been studied separately, depending on concrete location (chloride penetration rate is faster in submerged concretes than in tidal zone concretes) and cement type (mineral admixtures reduce permeation rate due to pore size refinement). Results show that it is advisable to control concrete water tightness through water penetration under pressure test; additionally, in order to make sure a slow corrosion rate, it should be advisable to control oxygen permeability in tidal zone concretes.
机译:有许多不同的测试方法可以评估钢筋混凝土的耐久性。由于在海洋环境中,由于氯化物的侵蚀而引起的钢筋腐蚀是最重要的降解过程,因此已将氯化物的渗透率与不同的耐久性测试结果(混凝土强度,孔隙率,吸水率,压力下的渗透深度,毛细作用,水和氧渗透性)进行了比较在从七个西班牙码头的沉箱中获得的混凝土芯上进行。数据已分别进行了研究,具体取决于混凝土的位置(淹没混凝土中的氯化物渗透率比潮汐带混凝土快)和水泥类型(矿物混合物由于细化孔径而降低了渗透率)。结果表明,在压力试验中,建议通过透水控制混凝土的水密性。另外,为了确保缓慢的腐蚀速度,应该建议控制潮汐带混凝土中的氧气渗透率。

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