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Design of a 500,000 m~2 Iconic Roof for the New International Airport for Mexico City

机译:为墨西哥城新国际机场设计500,000米〜2个标志性屋顶

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The roof of the New International Airport for Mexico City is a lightweight steel shell structure and an architectural centerpiece of the new 4,432 hectare greenfield airport development. Visually exposed and structurally independent from the building beneath, it supports a 500,000 m~2 envelope that reaches a peak height of 45 m above ground level and maximum span-to-depth ratio of nearly 60:1. While it is comprised of several subassemblies, including a 2-layer tetrahedral ball-node space frame and single-layer welded CHS shells, the roof was designed and detailed with the overt intent of achieving seamless visual continuity across the entire system. It is a mile long, nearly half a mile wide, and is achieved with no movement joints. This paper outlines the team's approach to form-finding and design of the system's sub-assemblies. It provides an overview of the most significant structural hazards and the analytical methods employed to optimize the system for steel tonnage.
机译:新国际机场为墨西哥城的屋顶是轻量级钢壳结构和新的4,432公顷格林菲尔德机场开发的建筑核心。在下面暴露和结构上独立于下方的建筑物,它支持500,000 m〜2个封套,该包络达到近60:1的地层高度和最大跨度比的峰值高度。虽然它由多个子组件组成,但包括2层四面体球节点空间框架和单层焊接的CHS壳,而屋顶是设计和详细的,并且具有在整个系统上实现无缝视觉连续性的公开意图。这是一英里长,近半英里宽,而且没有移动关节。本文概述了该团队的形成和设计系统子组件的方法。它概述了最重要的结构危害和用于优化钢铁吨位系统的分析方法。

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