100% Transparent Floating Glass Boxes

Date: 3 May 2021
Copyright:
  • Challenging Glass 7
  • Diana de Krom, Erwin ten Brincke, Corné Hagen, Wout Hoogendoorn

Date: 3 May 2021

UNStudio made a beautiful design for the C&A building with a lots of glass elements to connect with the buildings around.

Source:

Challenging Glass 7

Conference on Architectural and Structural Applications of Glass
Belis, Bos & Louter (Eds.), Ghent University, September 2020.
Copyright © with the authors. All rights reserved.
ISBN 978-94-6366-296-3, https://doi.org/10.7480/cgc.7.4546

Authors:

Diana de Krom, ABT
Erwin ten Brincke, ABT
Corné Hagen, ABT
Wout Hoogendoorn, Si-X

 

CGC7

The C&A building in Eindhoven will be modernised and therefore UNStudio designed several glass structures for the building. One of these glass structures are four glass boxes of 5,5 meters wide and 7 meters high, which are floating in front of the existing façade. In addition, each glass box contains a work of light art designed by Arnout Meijer. LED strips illuminate the box from the inside, while the reflective film on the glass creates an unusual and striking effect. To optimize this effect no metal connections were allowed in the design. The size of 5,5 by 7 meters was exceeding every international standard format in the glass industry.

ABT designed an ‘Origami’ glass box with glass panels glued together. This geometry solved the problem of the limited size of the panels and also made a more economic structural form.The glass panels are connected seamless with different type of glues. ABT made an extensive research for the right type of glues in cooperation with the university of Leuven. The glued connections are combined with glass notches; a new type of connection, inspired by timber connections and earlier research of stacked glass columns. FEM DIANA models showed that this is a promising way to connect glass structures. Sober thinking of the engineers about mechanical schemes solved the demand of UNStudio, seamless floating glass boxes. The result can be seen at the 18 September plein in Eindhoven.

 

1. A challenging design 

The C&A building was once designed as the most stately building at the 18 September square in the city center of Eindhoven. But the statue of the building is passed by due to urban development. Owner of the building, Redevco, asked UNStudio to make a design which would give back the old statue to the building and make it appropriate for the current time. UNStudio made a beautiful design for the C&A building with a lots of glass elements to connect with the buildings around.

Fig. 1 3D impression of the modernized C&A building by UNStudio (3D impression by UNStudio).
Fig. 1 3D impression of the modernized C&A building by UNStudio (3D impression by UNStudio).

The most challenging part were the four glass boxes of 5,5 meters wide and 7 meters high, which are floating in front of the existing façade. In addition, each glass box contains a work of light art designed by Arnout Meijer. LED strips illuminate the box from the inside, while the reflective film on the glass creates an unusual and striking effect. To optimize this effect no metal connections were allowed in the design.

Fig. 2 3D impression of the modernized C&A building by UNStudio (3D impression by UNStudio).
Fig. 2 3D impression of the modernized C&A building by UNStudio (3D impression by UNStudio).

 

2. Challenging sizes

The size of 5,5 by 7 meters was exceeding every international standard format in the glass industry. The design team searched for a transparent solution and came up with the idea of an‘Origami’ glass box with glass panels glued together.In the folding lines only shear forces occur and therefor the glue can be used optimal. This geometry also solved the problem of the limited size of the panels and also made a more economic structural form.

Fig. 3 principal of the ‘Origami’ boxes
Fig. 3 Principal of the ‘Origami’ boxes

 

3. Floating boxes

Another challenging demand was that the boxes would float before the existing façade. This could be solved by sober thinking about the mechanical system and be aware of the sight lines of the connections.

The chosen mechanical scheme is very simple with a heavy console for the dead load at the bottom and light consoles for the small tension forces at the top of the boxes. From a structural point of view it is more logical to position the connections at the top of the side fins. But at that position it would be very visible and therefore we choose to replace the fixing points to the roof. This gave more complex requirements for the connection in the diagonal seam between the roof panel and the side fins.

Fig. 4 mechanical scheme.        Fig. 5 sightlines.
Fig. 4 mechanical scheme.        Fig. 5 sightlines.

 

4. Transparent connections

To fulfill the wish of a 100% transparent glass box the seams had to be connected with transparent connections. ABT made an extensive research of possible type of glues which could carry the wind forces in the seams and also the long term load of the dead load of the front panel. Since both loads demands different properties of the glue this was a challenging research. The glue also had to be whether-, temperature-and UV-resistant. Thereby a transparent glue would satisfy the design of the architect best.

4.1. Glued connections

A transparent glue of Dow Corning seamed able for all the requirements. But later in the process the requirements for installation in the middle of a City Center became more clear and one of the consequences was that the boxes had to be assembled directly in final position. This made the application of the glue more complex. The intended glue had along drying time and this was not compatible with the requirements of installation for this project.

Fig. 6 picture of transparent glue.
Fig. 6 picture of transparent glue.

Another glue, Araldite 2028, was chosen because this glue is also transparent and has good properties for discoloration, weather-and UV-resistance. There was no information about the adhesion of this glue at glass surfaces. The glass contractor, Si-X, did tests about preparing the glass surface. This gave promising results, so shear test were done at the lab of KU Leuven to test the Araldite 2028.

Unfortunately the test pieces broke at the adhesive surface. This was not acceptable and again we had to research for a new glue. But since the deadline of the delivery was approaching and we had no time to test new types of glue we choose a complete different solution. We split the function of carrying short term wind loads and long term dead loads. For the seams with long term wind loads a structural silicone sealant was chosen (DC 993). For the long duration skewed notches were designed.

Fig. 7 test pieces of Araldite 2028.
Fig. 7 test pieces of Araldite 2028.

4.2. Skewed notches

The inspiration for the connections with long term loads came from timber connections and earlier research on stacked columns (Heugtenvan, R. 2013). The connection is normal force dominant using a skew as introduction angle in the different element parts.

Fig. 8 3D sketch of the skewed notches.    Fig. 9 test assembly of the skewed notches.
Fig. 8 3D sketch of the skewed notches.      Fig. 9 test assembly of the skewed notches.

A 3D FE analysis (in DIANA) was used to study the stresses in the glass, the interaction of the interlayer and the consequences of lamination tolerances subjected to various load combinations. The glass was modelled using solid elements with a thickness of 9.7 mm for each pane. The Sentry interlayer was modelled using solid elements of 1.52 mm thickness. Considering a glass panel, one glass pane is raised 2 mm relative to the other pane to take into account lamination tolerance.

The support system consists of two araldite layers on either side of an aluminum block as shown in figure 7. The araldite layer is chosen to fill the differences due to lamination tolerances. This is based on the outcome of the research of stacked columns (Heugten van, R. 2013). The extreme edges of the glass panels are supported in X and Y direction and the bottom edge of one the panel is supported in Z direction as shown in figure 10.

Three different load situation were considered:

  • The ULS with dead load and maximum wind load (short duration) [ULS-1]
  • The ULS with dead load (long term duration) [ULS-2]
  • Dead load with one broken panel [LAT]
Fig. 10 3D Finite element model in DIANA.
Fig. 10 3D Finite element model in DIANA.

The results of the model showed that the stresses in all three situations stayed below the allowable stresses as shown in table 1. The allowable stresses were calculated from Dutch building code NEN 2608: 2014. The stress contour plot for ULS-1 load combination case is shown in figure 11.

Tab1

Fig. 11 Contour plot showing stresses for ULS-1 case (dead load and windload).
Fig. 11 Contour plot showing stresses for ULS-1 case (dead load and wind load).

 

5. Light art work

Arnout Meijer designed a light art work for the boxes. This art work is interactive with the shopping public on the square. At the inside of the glass boxes LED strips will be mounted. Reflections of natural daylight and LED light on the film will give the boxes changing reflections. The team was searching for a material that could reflect and divide the light, could be combined with the structural glass and would be weather and UV-light resistant. The light art work will be finished in spring 2020.

Fig. 12 reflecting film on the inside of the glass panels.
Fig. 12 reflecting film on the inside of the glass panels.

6. Compex installation

The installation of the boxes had to be done at 5 meters high from a square in the city Centre of Eindhoven. The existing building was measured before ordering the glass and a test frame on site was made to be able to mount the consoles exactly.

Because of the complex assembly on site the contractor started with the installation of one box in December 2019. This went well and the other boxes are applied in January 2020. The light art work will be installed in May 2020.

Fig13-18

 

7. End result and aftercare

The four glass boxes are floating in front of the historic façade. But the project is not finished for the engineers. In the Netherlands building authorities signaling an increase in the use of structural silicone sealant. Some municipalities do not allow the use of structural silicone sealant without a mechanical second support.

The authorities of Eindhoven were thinking allow in this innovation and they did allow the use of structural silicone sealant under the condition that an inspection protocol was drawn up and carried out. ABT set up a inspection protocol in inspections and measurements for monitoring are subscribed.

Fig. 19 photo of four transparent floating boxes in January 2020.
Fig. 19 photo of four transparent floating boxes in January 2020.

8. References

Heugten van, R.: Load-bearing glass columns. The stacked column. Delft (2013)

600450 100% Transparent Floating Glass Boxes glassonweb.com

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Comments

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Wed, 19/05/2021 - 08:09

 

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