Transformation of the façade appearance

Transformation of the façade appearance in an open high basement façade

Existing parapet sections beneath the windows were removed to create glazed elements extending down to floor level. The façade had been renovated approximately 20 years earlier and fitted with larger window sections, which resulted in a number of cracks appearing in the façade.

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Topic
Transformation of the façade appearance
Object
Strengthening of existing columns in the back wall
Location
Roskilde University
City
Roskilde
Country
Denmark
Date

Situation

The façade wall, including the concrete parapet, acts as a stabilising element. This stabilising effect was not taken into account when the window sections were first altered, and since that renovation, the façade wall has exhibited significant cracking.

Solution

In the upcoming renovation, the client wished to remove the concrete parapet beneath the windows. Steel frames have been introduced to control horizontal stability, while the vertical load path continues to run through the façade wall.

The remaining concrete columns have a cross-section of 60 × 30 cm (unreinforced) and possess sufficient load-bearing capacity, but are to be strengthened in order to control cracking.

Material

S&P C-Sheet 240 & S&P Resin 55 HP

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Contact

S&P Clever Reinforcement Switzerland

S&P Clever Reinforcement Company AG Headquarters

Seewernstrasse 127
6423 Seewen
Switzerland