Economic and efficient benefits with BWC

Cost-reducing and efficient solutions for prefabrication of building elements.

Efficiency through repetition

= economic improvement at all levels.

Balcony established when the outer wall is finished.

Provides:

Scaffolding up until the climate wall is established
Lower costs for cranes
Reduced construction time
Banisters can be mounted on the ground - safety benefits, lower installation costs
Thinner balcony elements, less concrete
Adjustment possibilities during installation
Waterproof
Impact sound reduction
Good overall economy for the project

Utkragede balkonger

Benefits cantilevered balconies:

Article no	Description	Picture
BWC 40 U-H	The unit consists of a steel back plate, bolt group, insulation layer and a rubber membrane that prevents water ingress. The back plate is welded to different options such as: Plate in element with, RHS, HSQ, Delta beam etc. See below for the various options.

Cantilevered balconies

BWC U-H in casted slabs. The unit is welded to a steel plate with horizontal reinforcement rods.
Combine the hollow core and a cantilevered BWC solution. Here, a RHS profile is placed on the outside of the hollow core, to which our units are welded. Here you can also see that there is a steel band on top of the hollow core. .
HSQ, Deltabeam towards the end of the hollow core The picture shows an installation using a HSQ beam.
Combine the hollow core and a cantilevered BWC solution. If the hollow core is on an IPE or similar profile, we use this. Here you can also see that there is a steel band on top of the hollow core.
Combine the solid wood deck and a cantilevered BWC solution. The same principle as above with front plate and steel band is used if the deck is a solid wood deck.
BWC U-H with recess box in the casted slab. The unit will be delivered with a horizontal profile.

Benefits cantilevered balconies:

Article no	Description	Picture
BWC 40 U-H	The unit consists of a steel back plate, bolt group, insulation layer and a rubber membrane that prevents water ingress. The back plate is welded to different options such as: Plate in element with, RHS, HSQ, Delta beam etc. See below for the various options.

Cantilevered balconies

BWC U-H in casted slabs. The unit is welded to a steel plate with horizontal reinforcement rods.
Combine the hollow core and a cantilevered BWC solution. Here, a RHS profile is placed on the outside of the hollow core, to which our units are welded. Here you can also see that there is a steel band on top of the hollow core. .
HSQ, Deltabeam towards the end of the hollow core The picture shows an installation using a HSQ beam.
Combine the hollow core and a cantilevered BWC solution. If the hollow core is on an IPE or similar profile, we use this. Here you can also see that there is a steel band on top of the hollow core.
Combine the solid wood deck and a cantilevered BWC solution. The same principle as above with front plate and steel band is used if the deck is a solid wood deck.
BWC U-H with recess box in the casted slab. The unit will be delivered with a horizontal profile.