Grupo Pacadar

Completely prefabricated solution composed of concrete beams, columns and slabs for the creation of pedestrian footbridges over roads, uneven terrain, etc.

The entire structure is prefabricated, including columns andwing-shaped beams on ramps and landings, as well as the footbridge crossing.

The entire structure is prefabricated, including columns, hollow-core slabs and landings and wing-shaped beams in the crossing zone. The hollow-core slab must have a compression layer applied on-site.

Adapts to numerous geometric shapes, in the plan view, as the ends of the wing-shaped beams and the hollow-core slab can be oblique.

• Wing-shaped sections: lightweight closed cellular section.
• Hollow-core slab section: prestressed hollow-core slab measuring 0.25 m deep and 1.20 m wide.
• Column sections: rectangular or circular.
• Possible footbridge widths with wing-shaped beams: 1.50 m, 2.00 m, 2.50 m and 3.00 m.
• Width of ramps with hollow-core slabs: 2.50 m.
• Depths of wing-shaped beams: 1.20 m, 1.215 m.
• Depth of hollow-core slab: 0.25 m plus 0.05 m compression layer.
• Length of landings: 5.50 m if wing-shaped beams are used, 4.90 m with hollow-core slab.
• Spans of up to 40 m can be reached with wing-shaped beams. In ramps with hollow-core slab, the span is approximately 8 m.

Pedestrian footbridges to cross over roads, highways, rail tracks, etc.

The wing-shaped beam has a single support on a column or on an abutment.

Standard edging on the beams to solve angled joints.

Columns with standard corbels at the top to support two hollow-core slabs.

Most common span between supports is from 8.0 to 35.0 m.

• Large spans are achieved for footbridges that must cross over wide highways.
• Slender, aesthetically appealing solutions.

Data sheet of Pedestrian Footbridges.

All data sheets of Civil Engineering.