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Calculation methods of glass parapets in aluminium clamping profiles

机译:铝型材中玻璃护墙的计算方法

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摘要

This study aims to investigate and assess the analytical calculation methods which are applicable to glass parapets. Specifically it is focused on glass parapets, which are continuously clamped along their lower edge in an aluminium profile, without the addition of a (structural) handrail. The starting point of the research are the current codes of practice regarding glass parapets. The objectives are to investigate the limitations of the current methods, to develop new methods and to test whether these are applicable, taking into account the standards of several European countries. Codes and standards from the Netherlands, Belgium, the United Kingdom and Germany are analysed and applied to the calculation methods, to identify and analyse the differences. Subsequently, a series of static load tests have been performed to determine the spring stiffness of the aluminium parapet clamping profiles, such that they can be applied in new analytical calculation methods. The long-term value of this research is to present more accurate calculation methods which can be applied to continuously supported glass parapet, accounting for different parameters, such as the supporting effect of sealing rubbers and the application depth of fixation wedges. Finally, recommendations are made to improve common calculation methods.
机译:这项研究旨在调查和评估适用于玻璃护墙的分析计算方法。具体而言,它专注于玻璃护墙,这些护墙沿其下边缘连续固定在铝型材中,而无需添加(结构性)扶手。研究的起点是有关玻璃护栏的现行操作规范。目的是研究当前方法的局限性,开发新方法并测试这些方法是否适用,同时考虑到多个欧洲国家的标准。对荷兰,比利时,英国和德国的法规和标准进行了分析,并将其应用于计算方法,以识别和分析差异。随后,进行了一系列静态载荷测试,以确定铝制护墙夹紧型材的弹簧刚度,以便可以将其应用于新的分析计算方法中。这项研究的长期价值是提出更准确的计算方法,该方法可以考虑到不同参数(例如密封橡胶的支撑效果和固定楔的应用深度),从而可以应用于连续支撑的玻璃护墙。最后,提出了改进常用计算方法的建议。

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