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GTK Timek Group SA | Rivera | Enlargement of the production building | 2016

GTK Timek Group SA | Rivera | Enlargement of the production building | 2016

GTK Timek Group SA | Rivera | Ampliamento stabile produttivo | 2016

Description

Design, production and laying of a steel structure, two shelters and a partial covering of the perimeter walls. The steel structure will cover the concrete building.

Partial disassembly of the pre-existing linking boardwalk, infill walls and windows and renovation of the  interface. 

Supply and laying of windows and completion tinsmithery.

Technical features

Covering of the concrete building:

Plan dimensions: 40 x 12 m, for a covering surface of 480 m2.

Level of the springing line/ Roof ridge: +11.5/15 m. 

Steel used: 19 Tons

Roof covering: 165 mm high sandwich panels

Covering: 80 mm high sandwich panels

Tinsmithery: stainless steel 1.4301

Shelters:

Plan dimensions: 5 x 12 m, for a total covering surface of 120 m2.

Steel used: 3.5 Tons

Roof covering: 80 mm high sandwich panels

Drainpipes: stainless steel 1.4301

Technical description

The carpentry structure consists of 7 30 ° inclined double scale steel trusses, hinged on the top walls of the reinforced concrete structure. 

Some supports on additive-mixed polymer bearings (PTFE + graphite) have been adopted in order to avoid uncontrolled interactions between the two structural systems. The structural and executive design of the systems as well as of all the steel elements has been managed internally.

The secondary framework composed of purlins equipped with tie-rods, the roof covering composed of highly insulating sandwich panels and the stainless steel tinsmithery complete the work. 

The end result comes from a combination of static, aesthetic and functional needs, thus giving the whole a considerable slenderness with relation to the high climatic loads connected to the laying place.

The client has changed the intended use of part of the space below from warehouse to management headquarters because of the aesthetic value of the work.

The two steel shelters have a strut and tie type structural framework and are bound to the concrete structure by casted plates.

GTK Timek Group SA | Rivera | Ampliamento stabile produttivo | 2016

Client

GTK Timek Group SA, Rivera

Engineering firm

Works supervisor/Design of the reinforced concrete structure: Giani & Prada SA, Lugano

Design of the steel structure: Officine Ghidoni SA, Riazzino

GTK Timek Group SA | Rivera | Ampliamento stabile produttivo | 2016

GTK Timek Group SA | Rivera | Ampliamento stabile produttivo | 2016

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