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Development of sandwich panels combining fibre reinforced concrete layers and fibre reinforced polymer connectors: part I: conception and pull-out tests

机译:结合纤维增强混凝土层和纤维增强聚合物连接器的夹芯板的开发:第一部分:概念和拔出测试

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摘要

In this paper, an innovative and thermally efficient sandwich panel is proposed for the structural walls of a pre-fabricated modular housing system. Traditionally, sandwich concrete panels consist of reinforcedconcrete wythes as outer layers, polystyrene foam as core material and steel connectors. However, steel connectors are known to cause thermal bridges on the building envelope, with possible consequentoccurrence of condensation and mould problems. Furthermore, the reduction/optimization of the thicknessof conventionally reinforced concrete layers is frequently limited by minimum concrete cover requirements for the protection of the reinforcement from corrosion. To overcome these issues, the proposed sandwich panel comprises Glass Fibre Reinforced Polymer (GFRP) connectors and two thin layersof Steel Fibre Reinforced Self-Compacting Concrete (SFRSCC). This paper presents the material and structural concept of the proposed building system. Moreover, the feasibility of using the proposed connectorsand SFRSCC on the outer wythes is experimentally investigated through a series of pull-out tests where failure modes and load capacity of the connections are analysed.
机译:在本文中,提出了一种创新的,热效率高的夹芯板,用于预制的模块化住房系统的结构墙。传统上,夹心混凝土板由作为外层的钢筋混凝土板,作为芯材的聚苯乙烯泡沫和钢连接件组成。但是,已知钢制连接器会在建筑围护结构上造成热桥,从而可能导致凝结和发霉问题。此外,常规钢筋混凝土层的厚度的减小/优化经常受到用于保护钢筋免受腐蚀的最小混凝土覆盖要求的限制。为了克服这些问题,建议的夹心板包括玻璃纤维增​​强聚合物(GFRP)连接器和两层钢纤维增强自密实混凝土(SFRSCC)。本文介绍了拟议建筑系统的材料和结构概念。此外,通过一系列拉拔测试,通过实验研究了在外圆上使用建议的连接器和SFRSCC的可行性,其中分析了连接的失效模式和负载能力。

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