Development of a Super Slim Façade System for InHolland Polytechnic, Delft

The initial conceptual ‘wild idea’ for the INHolland project by architect Rijk Rietveld, New York, was elaborated through different design brainstorms towards a radical innovative system for ultra-slim glass façades. In this façade system insulated glass panels of a depth of maximum 50 mm are integ...

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Autores principales:	M. Eekhout, P. de Rotten
Formato:	article
Lenguaje:	EN
Publicado:	Challenging Glass Conference 2010
Materias:	ultraslim facade composite tubes cable stabilization Clay industries. Ceramics. Glass TP785-869
Acceso en línea:	https://doaj.org/article/d3ac9636aaeb420695f3384e75d99024
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spelling	oai:doaj.org-article:d3ac9636aaeb420695f3384e75d990242021-12-04T05:12:55ZDevelopment of a Super Slim Façade System for InHolland Polytechnic, Delft10.7480/cgc.2.23652589-8019https://doaj.org/article/d3ac9636aaeb420695f3384e75d990242010-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/25https://doaj.org/toc/2589-8019 The initial conceptual ‘wild idea’ for the INHolland project by architect Rijk Rietveld, New York, was elaborated through different design brainstorms towards a radical innovative system for ultra-slim glass façades. In this façade system insulated glass panels of a depth of maximum 50 mm are integrated with internal pre-stressed structural composite cables, stabilising the façade against wind forces. Dead weight to be taken over by vertical deadweight rods in between the vertical silicone seams between the panels. The insulated glass panels are sealed by composite spacer frames. Many different solitary tests were done with the sealing and the carbon fibre components, with adhesion of silicone sealant on the carbon fibre frames and on the perforation of the carbon fibre used through the frames. In the actual engineering phase structural analysis was performed and tests on several levels were executed. The composite frames were substituted by conventional metal frames. Due to the refusal by the glass panel manufacturer to supply a guarantee on inadequate number of tests with inadequate quality, the integrated system had to be changed into a duosystem with internal pre-stressed cables and integrated dead weight suspension rods. The façade had to keep in pace with the progress on site. M. EekhoutP. de RottenChallenging Glass Conferencearticleultraslim facadecomposite tubescable stabilizationClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 2, Iss 1 (2010)
institution	DOAJ
collection	DOAJ
language	EN
topic	ultraslim facade composite tubes cable stabilization Clay industries. Ceramics. Glass TP785-869
spellingShingle	ultraslim facade composite tubes cable stabilization Clay industries. Ceramics. Glass TP785-869 M. Eekhout P. de Rotten Development of a Super Slim Façade System for InHolland Polytechnic, Delft
description	The initial conceptual ‘wild idea’ for the INHolland project by architect Rijk Rietveld, New York, was elaborated through different design brainstorms towards a radical innovative system for ultra-slim glass façades. In this façade system insulated glass panels of a depth of maximum 50 mm are integrated with internal pre-stressed structural composite cables, stabilising the façade against wind forces. Dead weight to be taken over by vertical deadweight rods in between the vertical silicone seams between the panels. The insulated glass panels are sealed by composite spacer frames. Many different solitary tests were done with the sealing and the carbon fibre components, with adhesion of silicone sealant on the carbon fibre frames and on the perforation of the carbon fibre used through the frames. In the actual engineering phase structural analysis was performed and tests on several levels were executed. The composite frames were substituted by conventional metal frames. Due to the refusal by the glass panel manufacturer to supply a guarantee on inadequate number of tests with inadequate quality, the integrated system had to be changed into a duosystem with internal pre-stressed cables and integrated dead weight suspension rods. The façade had to keep in pace with the progress on site.
format	article
author	M. Eekhout P. de Rotten
author_facet	M. Eekhout P. de Rotten
author_sort	M. Eekhout
title	Development of a Super Slim Façade System for InHolland Polytechnic, Delft
title_short	Development of a Super Slim Façade System for InHolland Polytechnic, Delft
title_full	Development of a Super Slim Façade System for InHolland Polytechnic, Delft
title_fullStr	Development of a Super Slim Façade System for InHolland Polytechnic, Delft
title_full_unstemmed	Development of a Super Slim Façade System for InHolland Polytechnic, Delft
title_sort	development of a super slim façade system for inholland polytechnic, delft
publisher	Challenging Glass Conference
publishDate	2010
url	https://doaj.org/article/d3ac9636aaeb420695f3384e75d99024
work_keys_str_mv	AT meekhout developmentofasuperslimfacadesystemforinhollandpolytechnicdelft AT pderotten developmentofasuperslimfacadesystemforinhollandpolytechnicdelft
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Development of a Super Slim Façade System for InHolland Polytechnic, Delft

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