High-bay storage building (28,5 m)
Design and completion of external works, rigid inclusions, aprons and structure
Mission of assistance to the Owner for the roofing, waterproofing and cladding part
Particularities of the project:
- Differential settlement constraints ( 1mm between 2 supports)
- Constraints related to the airfield, building located near the runway area
- Constraints related to the rack fixing points on the slab.
- The racks constitute the framework of the building and support the cladding and the roofing.
- Foundation slab: 90 tonnes of steel – 1,200 m3 of concrete – Thickness between 60 cm and 1,5 m.