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Sustainability of Inorganic Matrix-Grid Composites for Strengthening of Masonry Structures

机译:无机矩阵-网格复合材料增强砖石结构的可持续性

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Fibre reinforced grout (FRG) composites can provide a strong contribution to the strengthening and preservation of existing masonry building against earthquakes because they exploit good adhesion to masonry structures. The bond behaviour of FRG externally bonded to a masonry substrate is different from that of FRP composites applied by means of epoxy-resin; for some types of fibres embedded in grout layers the debonding can occur inside the composite at the fibre-matrix interface, whereas with FRP the debonding is generally at the composite-masonry interface. This paper examines the results of experimental bond tests on tuff elements externally strengthened with FRG composites with the aim of studying their bond behaviour. The FRG composite investigated in this study is comprised of a glass fibre net and a non-cementitious matrix applied on both single tuff blocks and prisms made of three tuff blocks connected by mortar joints.
机译:纤维增强水泥浆(FRG)复合材料可以对现有的砌体建筑进行抗震和加固,因为它们对砌体结构具有良好的附着力。外部粘结到砌体基材上的FRG的粘结行为不同于通过环氧树脂施加的FRP复合材料的粘结行为。对于嵌在灌浆层中的某些类型的纤维,剥离作用可能发生在复合材料内部的纤维-基质界面处,而对于FRP,剥离作用通常发生在复合材料-砌体界面处。本文研究了用FRG复合材料外部增强的凝灰岩元素的实验粘结测试结果,旨在研究其粘结行为。在这项研究中研究的FRG复合材料由玻璃纤维网和非胶结性基质组成,该基质既涂在单个凝灰岩砌块上,又由通过灰泥缝连接的三个凝灰岩砌块制成的棱镜组成。

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