Fabrication benefits
- Efficient fabrication with proven VISS system technology
- All system components tested for the compatibility of the individual materials with glass-edge bonding
- No approvals in individual cases for structural glazing steel façades (ETAG 002) and for TRAV
Technical information
Documentation
Façade Systems – VISS SG / Semi SG
Architecture in steel and glass
Specification texts
VISS TVS SG
Thermally insulated, self-supporting steel façade system “without external cover caps and glass pressure plates, option with gas-tight (EN 1279, Part 3) or airtight (EN 1279, Part 2) pane edge joint”
As a mullion/transom construction for multi-storey façades with an internal and external face width of 50 mm
Load-bearing structure:
The load-bearing structure of the façade construction consists of rectangular multi-chamber hollow profiles.
The load-bearing profiles are on the room side.
The transom profiles are notched and overlap the mullions where they intersect, so that any moisture is reliably drained away.
On multi-storey façades, all horizontal joints must be constructed using the joint connectors and joint tolerance seals belonging to the system.
Appropriate system-based insert profiles and half profiles, as well as expansion joint seals, must be used for vertical expansion and assembly joints.
Up to 8-metre installation height, without mechanical fixing; > 8 metres, with additional mechanical fixing
Glazing / insert units:
In the production of double glazed units, a pane of heat soaked toughened safety glass is used on the outside.
The insulating glass is mechanically fixed to the structure of the façade using screw-in glazing clips which are inserted into the pane edge joint between the double glazing panes.
The maximum distances between supports of the clips are calculated in accordance with the tables and fabrication information provided by the system manufacturer.
Depending on the pane composition and when using reinforced glazing supports in conjunction with aluminium or steel insert profiles and heavy duty connecting spigots, glass loads of up to ____ kg can be transferred per pane field (see the fabrication documentation from the system manufacturer).
Storey-height glazing with safety requirements in accordance with TRAV must be secured individually with additional glazing clips.
The remaining 20 mm wide joint between the glass edges is closed with a PE filling tape and sealed with silicone sealant: DOW CORNING, DC 795/DC 797 – SIKA AG, Elastosil 600/605.
Ventilation:
The façades must be designed according to the principle of overall ventilation. From a unit height of 8 metres or 8 fields, the rebate base must be ventilated. For transom lengths > 1500 mm, there must be additional ventilation in the centre of the field.
Profile face widths:
Mullion, transom 50 mm
Profile basic depths, face width 50 mm:
(The formal dimensions given here are minimum requirements)
Mullion 25/50/60/80/95/120/140 mm
Transom 25/50/60/80/95/120/140 mm
Transom base point and
intermediate floor attachment 50/60/80/95/120/140 mm
Cover cap (transom)
(See architect folder for types) 12 mm
Test documents
Document type | Test type | Result | Classification | Document no. / Download |
---|---|---|---|---|
Prüfbericht | Wärmedurchgangskoeffizient | 1,64 bzw. 1,92 | EN ISO 10077 | View onlineDownload (pdf, 2.3 MB) |
Prüfbericht | Luftdurchlässigkeit Schlagregendichtheit Widerstand gegen Windlast Pendelschlagversuch |
Klasse AE Klasse RE1200 2,0 zulässig, 3,0 erhöht Klasse I5 / E5 |
EN 12152 EN 12154 EN 13116 EN 14019 |
View onlineDownload (pdf, 219.9 KB) |
Prüfzeugnis | Pendelschlagversuch | Kategorie A, C2 und C3 | View onlineDownload (pdf, 366.1 KB) | |
Gutachterliche Stellungnahme | Luftdurchlässigkeit Schlagregendichtheit Windwiderstandsfähigkeit |
Klasse 4 Klasse 9A B4/C4 |
EN 12207 EN 12208 EN 12210 |
View onlineDownload (pdf, 2.8 MB) |
Gutachterliche Stellungnahme | Luftdurchlässigkeit Schlagregendichtheit Windwiderstandsfähigkeit |
Klasse 4 Klasse 9A B4/C4 |
EN 12207 EN 12208 EN 12210 |
View onlineDownload (pdf, 2.8 MB) |
Gutachterliche Stellungnahme | Luftdurchlässigkeit Schlagregendichtheit Windwiderstandsfähigkeit Windwiderstandsfähigkeit |
Klasse 4 Klasse 9A B4/C4 (2046×2046 mm) B4/C3 (1600×2500 mm) |
EN 12207 EN 12208 EN 12210 EN 12210 |
View onlineDownload (pdf, 2.9 MB) |