Issue |
MATEC Web Conf.
Volume 289, 2019
Concrete Solutions 2019 – 7th International Conference on Concrete Repair
|
|
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Article Number | 10008 | |
Number of page(s) | 4 | |
Section | Case Studies | |
DOI | https://doi.org/10.1051/matecconf/201928910008 | |
Published online | 28 August 2019 |
Investigation of the prestressed beams and glass-window panels at a shopping centre
Technical University of Cluj-Napoca, Department of Civil Engineering and Management, 400114 Cluj-Napoca, Romania
* Corresponding author: andreea.mircea@ccm.utcluj.ro
In today’s rapidly changing demands of commercial buildings, designers, manufacturers, contractors, and installers face the necessity to advance their methods, to improve techniques, and generally to stay competitive under all constraints of time, budget, codes and client desires. Building with precast concrete elements provides quick and cost-efficient production, along with flexible, independent interior design. The show-window of the investigated commercial building is divided into several glass panels. Having only upper and lower grip, the glass window panels with very tall heights, are subject to deformation. In order to resist, panels are provided with U-shaped profiles or/ and perimeter rails. The critical points are the glass panels’ support, so the ceiling and floor fastenings have to be very solid, as well as qualitatively superior designed and executed. This paper aims to highlight some relevant aspects regarding the investigation of the metal fixing system designed to connect show-window panels to prestressed concrete ceiling beams at a commercial building.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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