VSH Turòa nad Bodvou - Nemetschek Scia

4
CAE Buildings
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 iguba.sro@mail.t-com.sk
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
Used software • NEXIS (ESA-Prima Win)
142 SCIA User Contest 2007 • Category 4 • CAE Buildings
Technologické centrum SSE (EOS) Zili
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.