Strengthening of steel floor structures in Aquila, Italy.

It has been possible to restore and strengthen existing floor structures in the historic old town centre of Aquila by adding only 3cm of fibrereinforced concrete on top of the original, binding old and new together with connectors.


rinforzo solaio in acciaio in zona sismica l'Aquila - TecnariaThe floor structures which have been strengthened where originally constructed with a commonly used technique:

– 140IPN steel beams at 1 meter centres;

– masonry tiles placed on the lower flange of the beam;

– a filling layer of lightweight binding material to give a level floor finish;

The Building Conservation Authorities have approved the structure as it limited the added layer to a maximum of 3 cm. The reinforcement slab was created using fibrereinforced REFOR-Tec ® microconcrete. This product has an excellent mechanical performance yet limited thickness, thanks to the use of steel fibres substituting the traditional welded metal mesh. This new concrete slab is united and collaborates with the existing steel IPN steel beams through the use of special connectors.

Tecnaria CTF 025 connectors have a reduced height of 25mm. They are fixed to the beams using two high resistance nails. The fixing process is untertaken using a special nailing gun, available on loan from Tecnaria. The fixing process avoids the need of any welding, which is a difficult task and almost impossible to undertake satisfactory, due to the chemical composition of the old steel beams. Fixing by nailing has the advantage of being quick and simple.

Intradosso del solaio con travi in acciaio e tavelloni

The underside of the floor structure showing the steel beams andmasonry tiles

piedipiazza refortec-016

Special connectors with a height of only 25mm, fixed in position on top of the beams

piedipiazza refortec-017 - rinforzo solai in acciao in zona sismica

Details of the floor before casting the concrete

piedipiazza refortec-024

Pouring the fibrereinforced concrete

The connection between the concrete slab and existing floor offers a double advantage:
1) the steel beam subject to tensile stess becomes a composite beam. The concrete slab becomes an integral part of the structure offering an increased load-bearing capacity and rigidity to the floor;
2) the concrete slab, once mechanically fixed to the existing floor, is to be considered as being a rigid diaphragm capable of transmitting eventual sismic movements to the perimeter walls.

To watch a video of the various phases of work, click here.

To download information sheets, click here (available only in italian).

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