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Post Fracture Design of the NGI Sculpture Court Structural Glass Roof

机译:NGI雕塑院结构玻璃屋面的后期断裂设计

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The Sculpture Court glass roof is the central feature of the recent extensive refurbishment of the National Gallery of Ireland in Dublin, completed in 2017. Its principal structure is composed of 23 structural glass fins that span the 7m to 9m meter gap between two historic wings of the building. These triple laminated toughened glass beams minimise the visual impact of the structure and achieve a more "external" and open feel to the space below. The principal challenge for the structure was to ensure that its post fracture behaviour remained satisfactory, minimizing the risk of progressive collapse. The paper sets out the design process for the development of the glazed structure and focuses on the research for robust alternative load paths, and its interaction with the historical existing structure. It explores the balance required between the transparency of the roof, the reliability of the system, and the capacity of an existing masonry.
机译:雕塑苑玻璃屋顶是近期对都柏林爱尔兰国家美术馆的大规模翻新工程的主要特征,该工程于2017年完工。它的主要结构由23个结构玻璃鳍片组成,这些鳍片跨越了两个历史性翼楼之间7m至9m米的间隙。建筑物。这些三层夹层的钢化玻璃横梁使结构的视觉冲击降到最低,并为下方空间提供了更“外部”和开放的感觉。该结构的主要挑战是确保其断裂后的性能保持令人满意,从而将进行性塌陷的风险降至最低。本文阐述了玻璃结构发展的设计过程,并着重研究了健壮的替代荷载路径,以及其与历史现有结构的相互作用。它探讨了在屋顶的透明度,系统的可靠性和现有砌体的容量之间所需的平衡。

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