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Active bending and tensile pantographic bamboo hybrid amphitheater structure

机译:主动弯曲和拉伸受电弓竹混合圆形剧场结构

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The present paper describes the design process of a textile hybrid bamboo amphitheater dome built in the tropical climate of Brazil, employing a mobile free-form space structure spanning a 17 x 12m area. The structural system is designed applying pantographic gridshells pre-stressed by acrylic membranes and braced by self-stressed active bending beams reinforced by steel cables and strut scissors, avoiding buckling of the members. The structural system consists of an adaptable supporting space structure using hinged bamboo bipods. The connection of the structural modules on a free-form geometry has a self-stabilizing behavior, therefore reducing the use of heavy foundations. Flexible hinged lashed joints with textile-based techniques were developed. A form-finding method based on the developed physical models established the topology of the building site, generating the assembly procedure. The full-scale model was constructed on the inclined site at the banks of the Rainha River at the campus of the Pontifical Catholic University of Rio de Janeiro, PUCRio. The modular space structure was mounted in stages on the ground, then erected with the aid of lifting bipods, without the need of cranes and heavy machinery. The 200m~2 built structure had a weight of 14 kN corresponding to 0, 07 kN/m~2, consisting a sustainable ultra-lightweight space structure.
机译:本文介绍了一种在巴西热带气候下建造的纺织混合竹圆形剧场穹顶的设计过程,该穹顶采用了跨越17 x 12m面积的移动式自由空间结构。该结构系统的设计是使用由丙烯酸膜预应力过的全景格栅板和由钢缆和支杆剪增强的自应力主动弯曲梁支撑的,从而避免构件屈曲。结构系统由使用铰链竹脚架的适应性支撑空间结构组成。自由形式的几何结构上的结构模块之间的连接具有自稳定性能,因此减少了使用沉重的基础。开发了基于纺织技术的柔性铰链绑扎接头。基于已开发的物理模型的找形方法建立了建筑工地的拓扑,并生成了组装过程。完整模型是在PUCRio里约热内卢天主教大学校园内的Rainha河岸边的倾斜站点上构建的。模块化的空间结构分阶段安装在地面上,然后借助吊脚架竖立,无需起重机和重型机械。 200m〜2的建筑结构的重量为14 kN,对应于0,07 kN / m〜2,构成了可持续的超轻型空间结构。

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