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Long-term 20-year performance of surface coating repairs applied to fa?ades of reinforced concrete buildings

机译:应用于钢筋混凝土建筑立面的表面涂层修复的长期性能为20年

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The present study was conducted to evaluate effectiveness of surface coating repairs after 20 years since their application on fa?ade panels of two existing concrete buildings. The repairs involved coatings and electrochemical treatment systems comprising Silane and Siloxane (S/S), Amino Alcohol Corrosion Inhibitor (AACI), acrylic coating, and re-alkalisation (Re-Alk). Altogether, 11 selected fa?ade panels were evaluated in this study. The field investigations comprised visual survey, non-destructive tests (NDT) for compressive strength using Schmidt hammer, cover depth, reinforcement bar size, Ultrasonic Pulse Velocity Test (UPV), Torrent permeability. Limited carbonation depth tests were also conducted on selected panels.It was found that, UPV and permeability values indicated poor or very poor concrete quality in the repaired panels except for those repaired using acrylic coatings, which showed retention of good concrete quality. AACI coatings with or without S/S gave similar performance as control, implying no significantly improved protection by these repair materials.
机译:进行本研究是为了评估自20年来在两个现有混凝土建筑物的外墙面板上应用表面修补后的有效性。维修涉及涂料和电化学处理系统,包括硅烷和硅氧烷(S / S),氨基醇腐蚀抑制剂(AACI),丙烯酸涂料和再碱化(Re-Alk)。在这项研究中,总共评估了11个选定的外观面板。现场调查包括目测,使用施密特锤的抗压强度的无损检测(NDT),覆盖层深度,钢筋尺寸,超声波脉冲速度测试(UPV),洪流渗透率。还对选定的面板进行了有限的碳化深度测试,发现UPV和渗透率值表明修复后的面板中的混凝土质量差或非常差,但使用丙烯酸涂料修复的面板显示出良好的混凝土质量。含或不含S / S的AACI涂料均具有与对照相似的性能,这意味着这些修补材料的保护效果没有明显改善。

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