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RBS polymer encased concrete wall. Part II: Experimental study and theoretical provisions for combined axial compression and flexure

机译:RBS聚合物包裹的混凝土墙。第二部分:轴向压缩与挠曲相结合的实验研究和理论规定

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摘要

Royal building systems (RBS) consist of rigid polymer extruded components that slide and interlock together to create continuous formwork for monolithic concrete walls. The resulting system is highly durable, very efficient in terms of energy and acoustic performance, weather proof, highly resistant to mold growth and termites attack, and is virtually maintenance free. The polymer encasement provides crack control vertically and horizontally for the concrete, and provides vertical tension reinforcement thus increasing the structural strength of the wall. The current paper presents the results of an experimental study of these walls subjected to pure axial compression and combined axial compression and flexure. In addition, theoretical provisions which consider the contribution of the polymer to structural strength enhancement are derived based on the experimental results.
机译:皇家建筑系统(RBS)由刚性聚合物挤压组件组成,这些组件可以滑动并互锁在一起,从而为整块混凝土墙创建连续的模板。最终的系统非常耐用,在能量和声学性能,耐候性,对霉菌生长和白蚁的侵袭具有很高的抵抗力方面非常高效,并且几乎无需维护。聚合物外包装可为混凝土提供垂直和水平方向的裂缝控制,并提供垂直张力增强,从而提高了墙的结构强度。本文介绍了对这些壁进行纯轴向压缩以及轴向压缩和弯曲相结合的实验研究结果。另外,基于实验结果得出了考虑聚合物对结构强度增强的贡献的理论规定。

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