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  PROJECTS - INDUSTRIAL AND OFFICE BUILDINGS


Metal structures are a great asset in the construction of industrial areas. They offer advantages such as speed, economy, versatility of design, large openings and good behavior under earthquake. Detailed design of the members and connections is demanded so that quality and precision during cutting and welding of individual blocks is achieved in the factory. A further prequisite should be the complete prefabrication of the construction groups so that on-site welding, which is of questionable quality, is avoided. At the same time easy transportation, errection, placing, bolting are achieved and perfect fitting of the members is realized.

 

Metal structure with 30m spans, with two story office areas, of total area 18.000m2, was completed within six months. The office floors are composite elements of an average thickness of concrete of 10cm. Seismic forces are undertaken by metal cores of stairs and elevators.

 

Prestressed clinker silo of 50.000t capacity in Volos, with wall thickness of 40cm was constructed using sliding metalform. Its roof shell was constructed using metalform in free cantilever method. Temperature differences were of a class of 50οC and therefore special calculations for cracking were required. The foundation was on piles on two different levels.

 

A metal roof of a span of 60m and 140m long, for covering raw materials, was designed and constructed in Chalkis. The roof was designed as a light space trichord truss of hollow sections. Steel consumption was 35 kg/m2 which is considered to be very low for such a span. Special calculation was required for wind loads, due to its form.

 

In UAE, cement and clinker silos have been founded on sandy soil using a relatively stiff slab on short friction piles. Differential settlements have been avoided through interconnection of foundation. Dynamic earthquake loads are also afforded without risk of soil liquifaction.
 



LOGISTICS COMPLEX NORTH OF ATHENS



OFFICE BUILDING, IERA ODOS ATHENS

   



OFFICE DEPARTMENT IN BUCHAREST



TRADE CENTER, BOYLIAGMENIS AVE., ATHENS

   


OFFICE AND LOGISTICS COMPLEX IN THERMI, THESSALONIKI


ORGANIZER STORES IN BUCHAREST
   


LOGISTICS CENTER IN BUCHAREST


RAW MATERIAL STORAGE STEEL ROOF OF 62m SPAN IN VOLOS
   


50m SPAN ADDITIVES STORAGE IN VOLOS


RAW MATERIAL STORAGE IN CHALKIS
   


PREFABRICATED INDUSTRIAL BUILDING IN MILAKI


PRESTRESSED CLICKER SILO 60.000tn IN VOLOS


CEMENT PLANT IN SHARJA UAE CEMENT SILOS, CLINKER SILO AND RAW METERIAL SHED
 
   
   

 

 
 

 
  NEWS / COMMUNICATION

STATIK-5P
Push over analysis accor-ding to the structural inter-ventions regulations


STATIK-5P continues to lead the static inelastic analysis of space frames, according to the specifications of the new Greek regulations for stru-ctural interventions (Nove-mber 2005 issue).


20/03/2007

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CONFERENCES

Static inelastic aseismic analysis of buildings (push over analysis) with STATIK-5H according to the new Greek structural interventi-ons regulations

Athens, June , 21 & 22, 2007.

Applications to participate up to May 25, 2007.

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Static and aseismic analysis of steel structures with STATIK-5-STAHL and detail-ing with Prosteel-3D 17

Athens, May, 24 & 25.
Applications to participate up to April 30.


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