Unveiling the third dimension of glass
Faidra Oikonomopoulou
Engels | 12-11-2019 | 348 pagina's
9789463662208
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Over the last decades, the perception of glass in the engineering world has changed from that of a brittle, fragile material to a reliable structural component of high compressive load-bearing capacity. Although the structural applications of glass in architecture are continuously increasing, they are dominated by a considerable geometrical limitation: the 2-dimensionality imposed by the prevailing float glass industry. Cast glass can overcome this limitation: solid 3-dimensional glass components of virtually any shape and cross-section can be made. Owing to their monolithic nature, such components can form robust repetitive units for the construction of free-form, allglass structures that take full advantage of the compressive strength of glass; a solution little explored so far. Subsequently, there is a lack of design guidelines in the use of cast glass as a structural material. Scope of this research is, therefore, to investigate both the potential and the limitations of employing solid cast glass components for the engineering of transparent, 3-dimensional, glass structures in architecture. Accordingly, the design, development, prototyping and experimental validation of two distinct cast glass building systems for self-supporting envelopes, from unit level to the entire structure, are presented. First, an adhesively-bonded solid glass block system, using a colourless adhesive as an intermediary, is developed and applied in the Crystal Houses façade. Following, a dry-assembly, interlocking cast glass block system, employing a colourless dry interlayer, is explored as a reversible, circular solution. The results of this dissertation can serve as design guidelines for future structural applications of cast glass in architecture.
Beschrijving
Over the last decades, the perception of glass in the engineering world has changed from that of a brittle, fragile material to a reliable structural component of high compressive load-bearing capacity. Although the structural applications of glass in architecture are continuously increasing, they are dominated by a considerable geometrical limitation: the 2-dimensionality imposed by the prevailing float glass industry. Cast glass can overcome this limitation: solid 3-dimensional glass components of virtually any shape and cross-section can be made. Owing to their monolithic nature, such components can form robust repetitive units for the construction of free-form, allglass structures that take full advantage of the compressive strength of glass; a solution little explored so far. Subsequently, there is a lack of design guidelines in the use of cast glass as a structural material. Scope of this research is, therefore, to investigate both the potential and the limitations of employing solid cast glass components for the engineering of transparent, 3-dimensional, glass structures in architecture. Accordingly, the design, development, prototyping and experimental validation of two distinct cast glass building systems for self-supporting envelopes, from unit level to the entire structure, are presented. First, an adhesively-bonded solid glass block system, using a colourless adhesive as an intermediary, is developed and applied in the Crystal Houses façade. Following, a dry-assembly, interlocking cast glass block system, employing a colourless dry interlayer, is explored as a reversible, circular solution. The results of this dissertation can serve as design guidelines for future structural applications of cast glass in architecture.
Details
| EAN : | 9789463662208 |
| Uitgever : | TU Delft Open |
| Publicatie datum : | 12-11-2019 |
| Uitvoering : | Paperback / softback |
| Taal/Talen : | Engels |
| Hoogte : | 235 mm |
| Breedte : | 190 mm |
| Dikte : | 23 mm |
| Gewicht : | 802 gr |
| Status : | POD (Beschikbaar als print-on-demand.) |
| Aantal pagina's : | 348 |
| Reeks : | A+BE Architecture and the Built Environment |