Flexural strengthening of a reinforced concrete girder in an office building

Rotterdam, Niederlande

Description
In the framework of a renovation in an office building, two beams had to be completely drilled through during a renovation. First, the holes were filled with a cement-based R4 grout and the two prestressed reinforced concrete beams with a flange width of 115 mm were strengthened in bending. Due to the small dimensions of the existing structure, the usual anchoring by means of a Hilti direct fastening system (nails) had to be abandoned and changed to a supporting steel shoe (U-shape) designed for this purpose. The re-plate strips were upfront welded to a steel shoe. It should be emphasised in this case that the re-plate method made it possible to prestress the concrete beam in a very confined space (crawl space).

re-fer Product
re-plate with corrosion protection and steel base anchorage

 

Year
April 2021

Contractor
Vogel, re-fer

Info
Flexural Strengthening

Engineering consultant
Vogel, re-fer

 

 

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