Abstract
The five-star luxury Hotel Ritz in Madrid is currently under refurbishment. The works include the construction of a new large skylight above the main hall inspired on the original design. This paper focus on the design and construction of this skylight which consist of 2 different parts, the Hall Bajo with a vault shape, and the Hall Alto which is a trapezoidal dome crowned by a pyramid roof. The structure consists in slender steel welded T profiles and small rectangular plates which connects the main beams. The connections between the structural members are welded in order to obtain a rigid connection. The perimeter consists in a welded RHS beam which creates a stiff tension ring which is completed by a visible cable. The pyramid roof performs as a compression ring for the in-plane loads and as a Vierendeel beam for the vertical loads. The cladding is composed of flat and cylindrical insulating glass panes. A geometric study is carried out in order to define the cylindrical surface that better fits a spherical frame. Some panes are structural, providing stability to the slender profiles. To guarantee the tight geometric tolerances required the structure is divided into modules, which also facilitates the transport.
Similar content being viewed by others
References
Bao, M., Gregson, S.: Sensitivity study on climate induced internal pressure within cylindrical curved IGUs. Glass Struct. Eng. 4(1), 29–44 (2018)
BS EN 1993-1-1:2005: Eurocode 3: design of steel structures – Part 1-1: General rules and rules for the buildings (2005)
CWCT Technical Note No 66: Safety and fragility of glazed roofing: guidance on specification (2010)
CWCT Technical Note No67: Safety and fragility of glazed roofing: testing and assessment (2010)
DIN 18008-1:2010: Glass in Building—design and construction rules – Part 1: Terms and general bases (2010)
ETAG 002: Guideline for european technical approval for structural sealant glazing kits (SSGK), EOTA (2012)
Feldmeier, F.: Insulating units exposed to wind loads and weather- load sharing and internal loads. Glass Perform. Days 2003, 634–636 (2003)
Galuppi, L., Manara, G., Carfagni, G.R.: Practical expressions for the design of laminated glass. Composites: Par B, 1677-1688 (2013)
Marinov, V., Griffith, J.: Optimization of curved insulated glass. Glass Perform. Days 2015, 67–71 (2015)
PrEN16612:2017: Glass in building. Determination of the load resistance of glass panes by calculation and testing (2017)
UNE EN 12153:2000: Curtain walling. Air permeability. Test method (2000)
UNE EN 12155:2000: Curtain walling. Watertightness. Laboratory test under static pressure (2000)
UNE EN 12179:2000: Curtain walling. Resistance to wind load. Test method (2000)
Acknowledgements
Constructora San José, Fhecor Ingenieros Consultores, Hill International, Rafael de la Hoz Arquitectos.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Bover, A., Torres, J., Bitlloch, CH. et al. Skylight of the hotel RITZ: case study. Glass Struct Eng 6, 275–286 (2021). https://doi.org/10.1007/s40940-020-00127-5
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s40940-020-00127-5