Durable Restoration of Reinforced Concrete Grillage Roof Shell of Ensor Gallery in Ostend (B)

S. Ignoul, D. Van Gemert
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Abstract

Abstract The roof of the Ensor-gallery at Ostend is a cylindrical vault, constructed as a coarse grillage of reinforced concrete, with embedded reinforced concrete roof panels with prismatic glass tiles. The concrete ribs of the roof shell were heavily damaged by long term exposure to the chloride containing sea air, causing severe reinforcement corrosion. The paper presents the experimental data on the degradation, as well as the alternative approach used in the restoration project to avoid the loss of a major part of the authentic material. The approach is based on a combination of galvanic cathodic protection with embedded and bored in sacrificing anodes, the application of a chloride-inhibiting impregnation followed by a re-alkalizing treatment on the preserved parts, concrete repair and reconstruction with a self-compacting, shrinkage-compensating, polymer-modified repair mortar. Completely denuded steel reinforcement bars were replaced by glass fiber reinforced polyester rods.
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奥斯坦德Ensor画廊钢筋混凝土格栅屋面壳的持久修复(B)
位于奥斯坦德的观感画廊的屋顶是一个圆柱形拱顶,由钢筋混凝土的粗格栅构成,嵌有钢筋混凝土屋顶板和棱柱形玻璃砖。由于长期暴露在含氯化物的海洋空气中,屋顶外壳的混凝土肋严重受损,导致钢筋严重腐蚀。本文介绍了退化的实验数据,以及修复项目中使用的替代方法,以避免大部分真实材料的损失。该方法是基于电阴极保护与嵌入和钻孔牺牲阳极的结合,应用氯化物抑制浸渍,然后对保留部分进行再碱化处理,混凝土修复和重建使用自密实,收缩补偿,聚合物改性修复砂浆。完全剥落的钢筋被玻璃纤维增强聚酯棒所取代。
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