如何利用玻璃质量对建筑进行阻尼?

M. Engelmann, W. Wulff, T. Lorenz, Simon Frey, Laurenz Wernicke, Yangwen Zhang, T. Schauer, A. Bleicher
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引用次数: 1

摘要

世界上壮观的天际线承载着高大修长的建筑,在最小的占地面积上创造了最大的办公、住宅和商业空间。这些结构需要应对高空不断增加的风力,而且由于其固有频率较低,还会受到风致振动的影响。由此产生的震动会让使用者感到不舒服。因此,重型调谐质量阻尼器安装在结构中,占用宝贵的空间,特别是在最昂贵的顶层。例如,台北101大楼的钢制阻尼器位于87层和91层之间,重达惊人的660吨。这就增加了对额外加固的需求,从而增加了成本和碳足迹。在昂贵的大都市里,大多数建筑都有引人注目的玻璃外墙。因此,我们提出的问题是,是否有可能利用现有的质量-更具体地说,双层幕墙中的玻璃质量-来抑制建筑的运动,为用户创造一个舒适的空间,为投资者开发更多的建筑面积,最终最大限度地减少建筑材料的数量,以减少社会的碳足迹。这个想法是在柏林工业大学、BTU Cottbus-Senftenberg和Josef Gartner GmbH的合作研究中实现的,结果是双层立面的全尺寸模型。它的外皮可以在导轨系统上横向移动。当建筑开始移动时,立面的内层仍然固定在基础结构上,而外层由于其质量惯性而以延迟的方式跟随建筑的运动。固定的内表皮和活动的外表皮通过弹簧系统连接,该弹簧系统被调谐到基础结构的第一固有频率。在立面外皮的运动过程中,弹簧系统重新引导相对运动,并为基础结构产生相反方向的稳定力。此外,电机被放置在中间,为半主动和被动控制提供可调的阻尼效果。它还可以作为发电机来研究收集能量的机会。本文展示了在双层表皮和封闭腔立面项目回顾的背景下,新型立面概念的结构设计方案。描述了全尺寸模型的功能,其制作和安装,以显示可行性和正在进行的挑战。第一次测试结果显示理论假设与实际测试之间的密切匹配。这种工程驱动和实验验证的设计为可持续立面设计开辟了一个新的建筑选择领域,其重点是调整影响整体结构阻尼特性的物理参数。
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How to Exploit the Glass Mass for Damping a Building?
The worlds spectacular skylines host tall and slender buildings to create a maximum of office, residential and commercial space on a minimized footprint. These structures need to cope with increasing wind forces at height and are additionally affected by wind-induced vibration due to their lower natural frequencies. The resulting vibrations make users uncomfortable. Therefore, heavy tuned mass dampers are installed in structures and occupy valuable space especially in the costliest top-floors. As an example, Taipei 101’s steel damper is located between the 87th and 91st floor and weights astonishing 660 metric tons. This raises the need for additional reinforcement which increases cost and carbon footprint.Most buildings in expensive metropolises are cladded with remarkable glass facades. Therefore, we asked the question if it was possible to use the existing mass – more specifically the glass mass in a Double‑Skin Facade – to dampen the building’s movement, create a comfortable space for the user, exploit more floor area for the investor and finally to minimize the amount of building material to reduce carbon footprint for society. The idea was realized in a collaborative research effort of TU Berlin, BTU Cottbus-Senftenberg and Josef Gartner GmbH that resulted in a full-scale mock-up of a Double‑Skin Facade. Its outer skin can move laterally on a guide rail system. As the building starts to move, the facade's inner skin remains fixed to the base structure while the outer skin follows the building’s movement in a delayed manner due to its mass inertia. The fixed inner skin and the moveable outer skin are connected by a spring system that is tuned to the first natural frequency of the base structure. During the motion of the facade’s outer skin, the spring system redirects the relative movement and generates a stabilizing force for the base structure in the opposite direction. Additionally, an electrical machine is placed in between to provide an adjustable damping effect for semi-active and passive control. It also serves the purpose of a generator to study the opportunity to harvest energy. The paper shows the structural design options for the novel facade concept in the context of a project review of Double-Skin and Closed-Cavity Facades. The function of a full-scale mock-up, its fabrication and installation are described to show feasibility and ongoing challenges. First test results reveal a close match between theoretical assumptions and the applied testing. This engineering-driven and experimentally validated design opens a new field of architectural options in sustainable facade design which is focused on tuning physical parameters that affect the damping properties of the global structure.
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