Burc Group | burc-group.com - Dormitory Buildings

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Dormitory Buildings

Construction companies require site mobilizations, in the direction of their requirements and compatible to regional climate conditions, to realize large contract works in various regions within the country and abroad. Worker, foreman, technical and administrative personnel dormitories have an important place among these buildings. Design and production aimed at each section’s number of personnel and requirements is committed.

Heat, sound, lighting comforts of dormitories should be sufficient for the person to sleep in a healthy environment. Generally more than one person sleep in these kinds of prefabricated dormitory buildings, so the importance of comfort conditions increases.

We have standards plans for prefabricated dormitory solutions. Besides, we can also commit to project work for special requests.

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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, ÇEL�KPROIV 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 )