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International Database and Gallery of Structures

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Elegant pedestrian and bicycle bridge in Liège, Belgium

The following images, photographs, illustrations, videos and media or "Elegant pedestrian and bicycle bridge in Liège, Belgium" include visual details and information about this product or case study.

The two prefabricated main elements of the steel bridge were positioned using three floating cranes.
: The two prefabricated main elements of the steel bridge were positioned using three floating cranes.

The largest, approximately 140 m long, 430 t element cantilevered over the river during construction before the gap was closed from the park side by the smaller element.

The largest element was anchored to the previously prepared foundation blocks using bar post-tensioning systems with posterior bond.
: The largest element was anchored to the previously prepared foundation blocks using bar post-tensioning systems with posterior bond.

The largest element was anchored to the previously prepared foundation blocks using bar post-tensioning systems with posterior bond.
: The largest element was anchored to the previously prepared foundation blocks using bar post-tensioning systems with posterior bond.

The main element was actively stressed against the foundation block using a total of ten bar post-tensioning tendons.
: The main element was actively stressed against the foundation block using a total of ten bar post-tensioning tendons.

The main element was actively stressed against the foundation block using a total of ten bar post-tensioning tendons.
: The main element was actively stressed against the foundation block using a total of ten bar post-tensioning tendons.

In all of the other, smaller foundation blocks 18 mm to 47 mm Ø bar post-tensioning systems were installed and stressed.
: In all of the other, smaller foundation blocks 18 mm to 47 mm Ø bar post-tensioning systems were installed and stressed.

In all of the other, smaller foundation blocks 18 mm to 47 mm Ø bar post-tensioning systems were installed and stressed.
: In all of the other, smaller foundation blocks 18 mm to 47 mm Ø bar post-tensioning systems were installed and stressed.

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