ÜRÜN KATEGORİLERİ

Office buildings


Office buildings, one of the most important buildings of site settlements can be designed as single-storey or dublex subject to demands and needs and in consideration of climate conditions of the place they will be assembled in.

Buildings with unique architectural design which have the quality to meet all kinds of special demands and requirements subject to preference are produced, as well as affordable solutions.

Office buildings can be made in press panel or carcass system and fiber cement or steel sheet coating can be applied on exterior and interior walls. Our buildings can be assenbled and disassembled for many times.

Prefabricated office buildings, produced in the required wall section, designed and produced in the preferred architectural project are indispensable equipments of sites due to their specifications of being affordable, fast, elegant and functional.





Technical Specifications

Explanation:
Light prefabricated buildings, with their production system as weldless building technology, can be applied to all kinds of layout plans according to their purposes of use in such a way that their widths and lengths will be multiples of 125 cm. Panel measurements are 1250*2500 mm. Light prefab buildings are designed in a way compatible to more than one assembly-disassembly.
All architectural plannings, designs and technical drawings are made with ARCHICAD 9 TR, STRUCAD (Structural Steel Detailing System Version-16) and Autocad, STA4CAD, ÇELİKPROIV softwares, engineering calculations are made with SAP 2000, CFS software by our technical staff. All material used are TSE certified.

Snow load

80 kg/m2 - TS 498 and TS EN 1991-1-3

Wind speed

102 km/hour (50 Kg / m2) TS 498 and TS EN 1991-1-4

Exterior wall heat transfer coefficient

K: 0,37 Kcal / m2 hC ( K: 0,43 W / m2 K )

Interior wall heat transfer coefficient

K: 0,36 Kcal / m2 Hc ( K: 0,42 W / m2 K )

Roof heat transfer coefficient

K: 0,39 Kcal / m2 hC ( K: 0,45 W / m2 K )

Frame load capacity

200 kg/m2 (for two-storey buildings) T.S 498 (Could be 200/350/500 kg/m2 in respect of utilization purpose and kind according to T.S. 498)

Earthquake zone

Effective ground acceleration coefficient :Ao=0,40 (1.degree earthquake zone )
Building Importance Coefficient (I=1)
Moving Load Participation Coefficient (n=0,3,I=1/1,2/1,4/1,5) should be calculated as n=0,3 / 0,6 according to building purpose and type of use.

RELATED STANDARDS

DESIGN-STATIC: TS EN 1993-1-1, 1-2, 1-8+AC, (EUROCODE 3), TS11372, TS498,TS648, TS 6793, TS EN 1991-1-1-3, 1-1-4 (EUROCODE 1), TS EN 1998-1 (EUROCODE 8),
IMO-01.R-01/2005, Regulation Regarding Buildings to be Built in Earthquake Zones-2007
PANEL CARCASSES, TRUSS, PURLIN STEEL CONSTRUCTION :
Material: DX51D+Z (~St 37) Erdemir quality no 1311, S250GD+Z Erdemir quality no 1325,
S320GD+Z Erdemir quality No 1332 , S350GD+Z (~St 52) Erdemir Quality No 1335,
standard DIN EN 10346-00, building steel galvanized by zinc coating
Production: Galvanized C / U sectioned cold formed profile compatible to JIT production
system in TS EN 10162 standards and extruded from rollformer machine,
in 0,8-2 mm steel sheet thickness and 40-300 mm web width.
Juncture components : Clinch nut, galvanized bolt, nut DIN 960-961,DIN 935-F,8.8
Heat Insulation : Regulation of Heat Insulation (8.05.2000)
Sound Insulation : TS 187 and TS 854 (DIN 4109)
Fire Resistance : TS 1263, DIN 4102, TS EN 13501-1, Regulation Regarding Protection of
Buildings from Fire – 2002


Climate Region
 
Wall insulation compatible for 3rd climate region ( K:0,50 W / m2 K ).
Roof insulation compatible for 1st ~ 2nd climate region ( K:0,40 W / m2 K )