Design of a Curved Duplex Façade for a 67 m High Residential Tower at the Belgian Coast

B. Van Lancker, Kenny Martens
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Abstract

Designed by Neutelings & Riedijk and Bureau Bouwtechniek, the Heldentoren (Eng. Hero tower) is a 67 m high residential tower situated in Knokke-Heist at the Belgian coast. On floor level +2, +7, +12 and +17, the curtain wall façade spans two floors and is partially curved with a bending radius of 2.3 m for which 88.2(ANG, PVB)/15(Ar)/88.2(ANG, PVB) hot bent insulated glass units are used. Considering viscoelastic material behaviour of the interlayers, implementing the curved shape of the glazing and performing geometrically nonlinear analyses, however, will structurally result in more economical glass compositions. The structural design of this duplex façade faced some challenges: high aesthetical requirements by using slim profiles, the curvature resulting in horizontal in-plane reaction forces on the anchors and anchorages combined with large eccentricities, and the impossibility to apply traditional curtain wall design principles leading to the need of structural calculations on system level taking into account the stiffness of the connections between mullions and transoms. The node stiffness was obtained by designing stainless steel stiffeners. Glass bearers transferring the glazing’s self-weight directly to the mullions avoided torsion in the curved transoms. The adopted design method led to a reduction with a factor 4.2 for the bending moments and deflections of the mullions compared to traditional design principles. A mock-up of the duplex façade allowed the identification and solution of technical issues and installation-related difficulties by the façade builder. Potential consequences of these interventions with respect to the structural performance of the façade could be revised as well.
比利时海岸一座67米高的住宅大厦的弧形复式立面设计
由Neutelings & Riedijk和Bureau Bouwtechniek设计的Heldentoren (Eng)。英雄塔(Hero tower)是一座67米高的住宅塔,位于比利时海岸的Knokke-Heist。在+2、+7、+12和+17层,幕墙立面跨越两层,部分弯曲,弯曲半径为2.3米,其中使用了88.2(ANG, PVB)/15(Ar)/88.2(ANG, PVB)热弯隔热玻璃单元。然而,考虑到夹层的粘弹性材料行为,实现玻璃的弯曲形状并进行几何非线性分析,将在结构上产生更经济的玻璃成分。该双层幕墙的结构设计面临着一些挑战:细长的外形对美学的要求很高,曲率导致锚和锚的水平面内反作用力与大偏心相结合,并且不可能应用传统的幕墙设计原则,导致需要在系统层面进行结构计算,同时考虑到竖框和横梁之间连接的刚度。通过设计不锈钢加劲肋获得节点刚度。玻璃搬运工将玻璃的自重直接转移到竖框上,避免了弯曲横梁的扭转。与传统设计原则相比,采用的设计方法使竖框的弯矩和挠度降低了4.2倍。双层farade的模型允许farade建造者识别和解决技术问题和安装相关的困难。这些干预措施对经济结构表现的潜在影响也可以加以修正。
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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