Structural performance of expanded polystyrene panels as an alternative building system

Maurício Macedo da Silva, D. M. Lima, Luccas André Felix Silva, Iálysson da Silva Medeiros
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Abstract

Single lightweight panels of expanded polystyrene (EPS), known as sandwich EPS panels, or simply EPS panels, have emerged as a building system that complemented the conventional one. In this context, this study develops an architectural and structural design for a residence with sandwich EPS panels as a building system. To set the features of the project, we chose a plot in the city of Petrolina-PE and used the SAP2000 software for the structural modeling to establish the efforts to which the walls would be subjected. The structural elements were dimensioned based on the NBR6118:2014 and the crack opening was verified according to the NBR11173:1990. Due to the small overlapping of the walls in the architectural design, the building system needed to be integrated into EPS with beams and pillars of reinforced concrete. Most of the pillars presented minimum reinforcement, while the slabs showed a reinforced lattice beam pattern. In turn, the beams presented dimensions and robust reinforcements due to the higher values of the bending moments obtained. Despite the satisfactory results, further studies should investigate this building system, as well as the national standardization and implementation of specific modeling programs.
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作为替代建筑系统的发泡聚苯乙烯板的结构性能
发泡聚苯乙烯(EPS)单层轻质板材,即夹心 EPS 板,或简称 EPS 板,已成为对传统建筑系统的一种补充。在此背景下,本研究为使用夹心 EPS 板作为建筑系统的住宅进行了建筑和结构设计。为了确定项目的特点,我们在佩特罗里纳市选择了一块地皮,并使用 SAP2000 软件进行结构建模,以确定墙体将承受的压力。结构元素的尺寸根据 NBR6118:2014 确定,裂缝开口根据 NBR11173:1990 进行验证。由于建筑设计中的墙体重叠较少,因此需要将建筑系统与钢筋混凝土梁和柱整合到 EPS 中。大部分柱子的配筋量最小,而楼板则采用了钢筋格构梁的模式。反过来,由于获得了较高的弯矩值,梁的尺寸和配筋都很坚固。尽管取得了令人满意的结果,但仍应进一步研究这种建筑系统,以及国家标准化和具体建模程序的实施。
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