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Sustainable Architecture with Bamboo Columns Technology

机译:可持续建筑与竹柱技术

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摘要

Compositions with different pipe segments for constructing structural columns were investigated. In this article there is shown a column type composed of five parallel bamboo bars, connected by screws 16 mm and 13 mm in diameter. Compression tests instrumented with displacement transducers are associated with numerical modeling analysis to describe the column load capacity, from the general criteria of dimensioning. The chosen Bamboos are from the species Phyllostachys pubescens due to its favorable characteristics to produce structures and their common use in China, Brazil and other countries of temperate zones. In this proposal, the load capacity is considerably increased and lateral displacements are insignificant compared to the bamboo tested separately. More usual columns 3 and 4 meters long were modeled and presented the load limits of use for these types of structures. Other dimensions of columns can be calculated by the same system, presenting great design opportunities in the construction of the architecture and built spaces. This article shows a great advantage in using columns with bamboo bars compared to other materials used in the architecture, with guarantee and good indexes of security.
机译:研究了具有用于构建结构柱的不同管道区段的组合物。在本文中,示出了由五个平行的竹杆组成的柱式,通过直径为16mm和13mm的螺钉连接。用位移换能器仪表的压缩试验与数字建模分析相关联,以描述柱负荷能力,从尺寸的一般标准。所选择的竹子来自物种Phyllostachys Pubescens,由于其有利的特性,以生产结构及其在中国,巴西和其他温带地区的常见用途。在该提议中,与分开测试的竹子相比,负载能力显着增加,并且横向位移是微不足道的。更长时间3和4米长被建模并呈现了这些类型的结构的负载限制。列的其他尺寸可以通过相同的系统计算,在建筑和建造空间的构建中呈现出色的设计机会。本文展示了使用竹节柱的柱子的巨大优势,与建筑中使用的其他材料,保证和安全的良好安全性。

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