Huttemann Standard Halls Structure
STANDARD HALLS STRUCTURE
STANDARD HALLS STRUCTURE
"Standard Halls" structures - variable dimensions!
With these halls it is not about buildings with fixed standard dimensions, but about freely variable system halls. In order to make the construction with variable dimensions economically optimal, the connections within the construction and connection to the foundation have been standardized. These details are based on many years of experience in the areas of static, fabrication, assembly and joinery.
Because of today's complex standard with more regionally differentiated loads (snow, wind), individual auditable static for each application is created. Generally applicable "type statics from the drawer", in which one had to meet most unfavorable design loads, makes no economic sense. Effective assessment of timber sections saves raw materials and reduces costs. This individual approach makes it possible for hall dimensions to exactly match your needs.
Within reasonable limits that take into account, for example, economic transport dimensions. However, our “preferred” of the known standard saddle roof halls 1 to 4, which have proven themselves in recent years a very good basis as a first draft, are still there. Our latest addition is Hall No.5 - a pitch roof hall, which provides the possibility of its optimum use as a "solar hall" with on-site photovoltaics. Saddle roof buildings can naturally also be loaded with a photovoltaic system.
INFORMATION
STANDARD HALL TYPES
-Standard hall 1 -Standard hall 2 -Standard hall 3 -Standard hall 4 -Standard hall 5
NATURE OF THE COMPONENTS
-The glulam laminated components of softwood produced according to DIN 4074 and DIN 1052 with the use of melamine resin.
OBJECT EXAMPLES
THE FORCE APPLIED FOR THE CALCULATION WAS SET AS FOLLOWS
- Dead weight (g) of roof construction = 0,35 kN/m2 (plus own weight)
- Additional load (g) of photovoltaic = 0,15 kN/m2(for saddle roof buildings on a roof half, for pitch roof buildings on the entire roof)
- Snow load (s) max. = 0,85 kN/m2 (higher loads on request)
The burden on the snow load zone 1 and zone 2 corresponds to a height of about 250m above sea level, including the evidence of the "North German Plain."
THESE SYSTEM HALLS ARE CALCULATED ON THE FOLLOWING PRINCIPLES
- Own static within the scope of coverage (from OK foundation)
- Preliminary technical remarks and service specifications
- VOB (construction contract procedures) in the final versio
- Terms and conditions of the company Hüttemann
HÜTTEMANN STANDARD HALLS CONTAIN THE FOLLOWING SERVICES
- Static calculation and construction documentation of glulam construction in auditable copy. The costs of testing shall be covered by the customer. - Listed in the respective specification glulam components, including steel parts and fastener. - Delivery in Germany – a properly secured site,suitable for heavy transport access required - unloading and assembly on site.
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