142 SCIA User Contest 2007 • Category 4 • CAE Buildings CAE Buildings 4 IGUBA, sro Address Miletièova 70 • 821 09 Bratislava (SK) Telephone +421 2 53417053 +421 903 469873 Fax +421 2 53416692 Contact Mr Guba Ivan Email [email protected] My company My one-man company was estabilished in 1997. I am a static Engineer. My annual turnover is between 40.000 and 50.000 Euros. • Structural engineering • Civil engineering: all about static and construction • Design of the static of residences and commercial buildings • Diagnostics of bearing constructions • Technical consulting My projects since 1990 • Lift- shaft of 120 m height for Boiler Steam Structure 2 x 500 MW in Shen-Tou (China) • Some platforms for Boiler Steam Structure 2 x 360 MW Jorge Lacerda IV (Brasil) • Reconstruction of Bank object „METROPOL“, Bratislava (Slovakia) • Steel Structures of many Tank- and Oil- Stations „AVANTI“ (now SHELL) in the Slovak Republic, Czech Republic, Hungary, Austria, Rumania, etc. • Commercial building „Swietelsky“ in Bratislava (Slovakia) • Secondary Combustion Chamber & Steam Boiler and Flue Gas Cleaning in Nyborg (Danmark) – see my project in SCIA User Contest Book 2002, p. 80 • Object of Furniture ATRIUM Bratislava (Slovakia) - see my project in SCIA User Contest Book 2005 Technologické centrum SSE (EOS) Zili Used software • NEXIS (ESA-Prima Win) EOS Technological Centre This project contains the static of the reinforced concrete structure (C30/37) for the Technological centre of the EOS Company in Žilina – Slovakia, where the object will be mounted from April 2007 to January 2008. The total length of this object is 61,95m; its width is approximately 22,6m, the surface 1400m² and the volume more than 30.000 m³. The total volume of the reinforced concrete for the structure amounted up to 1846m³ and its weight up to 5415,3 t. The building costs amount up to 1,750.000 Euro. The structure has 10 modules, consisting of a space frame type of 4 storeys. The supporting structure of the object is made of reinforced concrete from spilt concrete; it consists of vertical wall and horizontal board elements forming a compact unit with transversal, as well as longitudinal stiffening, in horizontal and vertical planes. On the supporting circumferential walls there are fastened, on the outside, warming panels of a planar weight of 30kg/m² protecting the hall from meteorological and precipitation influences of weather and thermal bridge. The horizontal structures of the ceilings are formed of monolithic plates of a thickness of 250 mm (with a span of max. 7,30 m). The mutual clear distance of two supporting walls and columns will be variable from 6,50 to 7,50 m. The double-armed and triplearmed stairway is monolithic too. The individual objects are stiffened by monolithic circumferential walls and an internal stairway-holding wall. The main entrance, with an oblique monolithic roof, is very dominantly present.
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