Description of execution
The building was constructed in a standard skeleton structure with a prefabricated, prestressed roof structure, for which we prepared a detailed workshop design.
Approximately 700 prefabricated roof elements and 500 prefabricated columns were used to construct the logistics and storage facility.
Detailed workshop design
During the design of the building, prefabricated elements were standardised, taking into account the standardisation of their cross-sections and the placement of prefabricated elements on a repetitive grid of columns inside the hall: 12×24 m. The roof was realised in a prestressed construction consisting of 24-metre long gable-shaped prestressed girders and 12-metre long prestressed girders. In the dock areas, the column grid was enlarged to 24 x 24 metres.
Hollow core units with a fire resistance of REI 240 minutes were supplied. The roof girders were designed with the lowest possible cross-section height, in order to maximise storage space.
For the project we provided:
- 469 columns, with lengths of up to 15m,
- 170 replacements of up to 24 m in length and up to 1.5 m in height,
- 518 roof girders, including gable roof girders up to 24 m long and 1.1 m high,
- 104 cap beams,
- 227 base walls and walls,
- 39 retaining walls,
- 58 docks,
- 4 stair flights,
- 51 staircase walls,
- more than 1,000 m² of HCU prestressed floors
