Development of prefab shelter using bamboo culms and bamboo bio-concrete for emergency scenarios

IF 9
Carla Magalhães Lima , Marco Felipe Fialho Santos , Vanessa Maria Andreola , M'hamed Yassin Rajiv da Gloria , Romildo Dias Toledo Filho
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Abstract

The rise in forcibly displaced individuals has prompted the need for the construction of emergency support units. However, as the need for shelters grows, so does the demand for conventional materials, which are potential emitters of carbon dioxide. To interrupt this cycle, building with alternative materials needs to be further examined. This study aims to present a prefabricated modular constructive system for a shelter composed of prefabricated pieces with a moso bamboo culms structure and bamboo bio-concrete panels. Studies were conducted on form, environmental comfort, and how to provide adaptability of the shelter’s space. The bio-concrete, the bamboo culms with three different configurations and the connection of the shelter were experimentally analyzed. The bio-concrete studied was produced with 45% of bamboo waste in volume and mechanically characterized. The compressive tests of the bamboo structural system pointed out that the beam diaphragm positioned on the center of the fish mouth was the best configuration for this type of orthogonal fitting. This setup presented a maximum stress of 9.12 MPa, being 1.33 times greater than the alternative with internode in the center of the fish mouth. The tensile tests with anchored joints indicated an average maximum load of 3.66 kN. The modular architecture with the constructive system proposed was analyzed applying the direct stiffness method, obtaining satisfactory results for its use in different locations in Brazil, due to the material availability and mechanical performance.

Abstract Image

利用竹竿和竹制生物混凝土开发用于紧急情况的预制庇护所
被迫流离失所者人数的增加促使需要建立紧急支助单位。然而,随着对庇护所需求的增长,对传统材料的需求也在增长,这些材料是潜在的二氧化碳排放者。为了打破这种循环,需要进一步研究替代材料的建筑。本研究旨在展示一个预制模块化建筑系统,该系统由预制构件与毛竹茎结构和竹生物混凝土板组成。对形式、环境舒适度以及如何提供庇护所空间的适应性进行了研究。实验分析了生物混凝土、三种不同形态的竹竿以及遮蔽物的连接方式。所研究的生物混凝土以45%的竹材废料为原料制备,并进行了力学表征。竹材结构体系的抗压试验表明,位于鱼口中心的梁隔膜是这种正交拟合的最佳配置。该设置的最大应力为9.12 MPa,是节间位于鱼嘴中心的设置的1.33倍。锚固节点拉伸试验结果表明,节点平均最大荷载为3.66 kN。采用直接刚度法对所提出的模块化结构进行了分析,由于材料的可用性和力学性能的考虑,在巴西的不同地点得到了满意的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
9.20
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