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Conception of sandwich structural panels comprising thin walled steel fibre reinforced self-compacting concrete (SFRSCC) and fibre reinforced polymer (FRP) connectors

机译:夹心结构面板的构想,包括薄壁钢纤维增强自密实混凝土(SFRSCC)和纤维增强聚合物(FRP)连接器

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摘要

In this paper, an innovative thermally efficient sandwich structural panel is proposed for the structural walls of a pre-fabricated modular housing system. Traditionally, sandwich concrete panels consist of conventional reinforced concrete wythes as external layers, polystyrene foam as core material and steel connectors. However, steel connectors are known to cause thermal bridges on the building envelope and possibly condensation and mould problems. Furthermore, the possibilities for thickness reduction/optimization of conventionally reinforced concrete layers are frequently limited by minimum cover requirements. To overcome these issues, the proposed sandwich panel comprises Fibre Reinforced Polymer (FRP) connectors and two thin layers of Steel Fibre Reinforced SelfCompacting Concrete (SFRSCC). This paper presents the basic conception of the proposed building system together with preliminary parametric numerical analyses to define the arrangement and geometry of the elements that constitute the sandwich panels. Finally, the feasibility of using the proposed connector and SFRSCC on the external 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,提出了一种创新的高效热夹层结构面板,用于预制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常规钢筋混凝土板,作为芯材的聚苯乙烯泡沫和钢连接器组成。但是,已知钢制连接器会在建筑围护结构上造成热桥,并可能引起冷凝和发霉问题。此外,常规的钢筋混凝土层的厚度减小/优化的可能性经常受到最小覆盖要求的限制。为了克服这些问题,建议的夹芯板包括纤维增强聚合物(FRP)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基本概念,并进行了初步的参数数值分析,以定义构成夹芯板的元素的排列和几何形状。最后,通过一系列拉拔测试,通过实验研究了在外部导线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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