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BWC 55-740 with Steel Angle

USP

  • Allows the balcony to be installed after completion of the weather-tight building envelope and façade cladding
  • Effective thermal bridge reduction
  • Clamping flange system against the wind barrier provides excellent weatherproofing
  • Integrated impact sound reduction using elastomeric units
  • Documented fire resistance
  • High load-bearing capacity in a compact solution
  • Comprehensive documentation, including ETA, EPD and BIM objects

The system consists of several components:

Recess Box in the Slab:
Where this option is used, the recess box is cast into the slab and anchored using the specified anchorage reinforcement.

Outer Tube:
The outer tube can either be cast directly into the slab or inserted into a previously installed recess box.

It is important that the outer tube projects sufficiently beyond the slab edge and extends past the external sheathing board/wind barrier. This provides easy access for sealing around the outer tube against the external sheathing board or wind barrier using sealant, membrane, tape or a similar weatherproofing system.

Inner Tube:
The inner tube connects the floor slab to the balcony or access balcony element and is available in several configurations. The most common configuration is used in combination with the cast-in BWC 55-4 Balcony Box. Alternatively, the inner tube can be supplied with a welded steel angle.

For in-situ cast balconies or access balconies, the inner tube is extended and the reinforcement is connected directly to the inner tube.

Steel Angle:
The inner tube is supplied with a welded steel angle and support stud for supporting the balcony or access balcony element. The angle size and X-dimension are adapted to the specific project requirements in consultation with the structural engineer.

The connection can also be designed to accommodate negative loading, where required.

Function and Construction

All components are manufactured from S355 structural steel and are hot-dip galvanised for corrosion protection.

Impact Sound Reduction and Thermal Bridge Reduction

Two integrated elastomeric units between the inner and outer tubes reduce the transmission of impact and structure-borne sound through the balcony support connection. This contributes to good acoustic performance in the completed structure.

A thermal bridge is an area of the building envelope where heat is conducted more readily through the construction than through the surrounding materials. Minimising thermal bridges is therefore important for reducing heat loss and achieving an energy-efficient building envelope.

The integrated elastomeric units provide an effective thermal break, reducing heat transfer through the balcony connection.

Applications

The system can be adapted to a wide range of construction methods, including:

  • In-situ cast concrete slabs
  • Filigree/semi-precast slabs
  • Hollow-core slabs
  • Cross-laminated timber (CLT) slabs

In combination with our stair connection system, the BWC system can also be used for recessed or inset balconies within the building.

Fire Resistance

The connection can be supplied to meet fire resistance classes R30, R60 and R90, depending on the required fire resistance and the specified intumescent coating system.

Documentation and Structural Design

Technical documentation, EPD and BIM objects support efficient structural design, documentation and digital collaboration throughout the construction project.

The EPD (Environmental Product Declaration) provides third-party-verified information on the product's environmental impacts throughout its life cycle and can be used as supporting documentation for the project's sustainability and environmental objectives.

The ETA (European Technical Assessment) documents the product's performance and suitability for its intended use in precast concrete construction.

CE-marked production in accordance with EN 1090 ensures traceability, factory production control and documented quality in accordance with applicable European requirements.

Vertical load capacity, ULS: Fv
60 kN (45 kN with steel angle inverted, two stiffeners)
Horizontal load capacity, ULS: FH
20 kN
Balcony thickness
100-250 mm
Fire resistance with 25 mm concrete cover – R-
R30/R60
Impact sound pressure level achieved down to (dead load Gk): L′n,w
48 dB
Outer tube weight
19.4 kg
Inner tube weight
19.5 kg
Inner tube length
598 mm
Inner tube width
100 mm
Inner tube height
50 mm
Inner tube thickness
6 mm
Maximum outer tube projection from slab edge (nominal value)
160 mm
Outer tube length
743 mm
Outer tube width
120 mm
Outer tube height
80 mm
Anchorage reinforcement. Steel grades B500NA, B500NB, B500NC may be used
Ø12 mm
Reinforcement stirrups shall bear against
SHS/half-round steel bar
Minimum concrete grade
C35/45