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project
architect
Karin Kieden - K2A-architectuur
period
2007 - 2011
budget
€ 0,00
surface area
500 m2
client
Tektonica nv
status
finished

The primary structure is pragmatically composed of load-bearing walls and wide slab floors. For the cantilevered section, however, a specific construction solution was devised: a concrete beam clamped onto a concrete slab, which in turn is anchored into the underlying concrete floor.