Textile Reinforced Concrete for Flexural Strengthening of RC-Structures-Part 2: Application on a Concrete Shell

S. Weiland, R. Ortlepp, B. Hauptenbuchner, M. Curbach
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引用次数: 22

Abstract

The first practical application of the innovative strengthening method using textile reinforced concrete was carried out in October/November 2006 in the retrofit of a reinforced-concrete roof shell structure at the University of Applied Sciences in Schweinfurt, Germany. Since textile-reinforced concrete had not yet been standardized as a construction material, a single “special-case” technical approval was sought from and granted by the appropriate authorities for this particular application of textile reinforced concrete. This strengthening method entailed the layer-by-layer application of three layers of fine-grained concrete and textile fabric comprising 800 tex carbon rovings onto a rough, sandblasted concrete surface. The resulting strengthening layer has a thickness of only 15 mm (0.6 in.) and extended the roof structure’s service life.
rc结构抗弯加固用纺织钢筋混凝土第2部分:混凝土外壳上的应用
2006年10月/ 11月,在德国施魏因富特应用科学大学的一个钢筋混凝土屋顶外壳结构的改造中,首次实际应用了使用纺织钢筋混凝土的创新加固方法。由于纺织钢筋混凝土尚未作为一种建筑材料标准化,因此就纺织钢筋混凝土的这种特殊应用向有关当局寻求并获得了单一的“特殊情况”技术核准。这种强化方法需要在粗糙的喷砂混凝土表面上逐层应用三层细粒度混凝土和含有800特克斯碳粗纱的纺织织物。由此产生的强化层厚度仅为15毫米(0.6英寸),延长了屋顶结构的使用寿命。
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