Technical data of the project
The bearing constructions of the objects Red pool
with
supporting buildings and supporting buildings of the
swimming pool are from brick
walls and reinforced
concrete ceiling constructions. The connecting object of
the entrance hall and the swimming pool hall are from
steel construction. Steel constructions are designed as
welded from steel tubes of circular and square cross
section. The roof span of the Folk spa is solved by open
timber construction
with gable roof. The base of all
objects is designed on flat base.
All objects are one-storey buildings
with height up to
14m. The usable area of the complex of the buildings is
3100m^2 from which the pool hall takes 1160m
2
and the
entrance hall takes 306m
2
.
The entrance hall has dimensions: 22.5x21/6x6m and
weight: 8,000kg
The pool hall has dimensions 38x34x14m and
weight
51,000kg.
Currently, the first stage of the construction is in progress-
the Red pool
with supporting buildings whose realization
project has been prepared.
The second and third stage of the construction; the
remaining building is prepared in scope of the project for
building permit and preliminary static calculation of the
elements of the two dimensional elements of the pool
hall.
The entrance hall:
The entrance hall has pent shape. It is designed from truss
parallel frames; joint anchored into the basis and the
object Red pool. The frames are spaces by 6-2x7.2m. The
truss purling welded on the frame is spaced by 3m. The
outer cover is made from glass.
The pool hall:
The pool hall is three aisle arch shaped. The middle arched
part is vertically shifted by 2.2m. The pool hall is designed
from transverse and longitudinal truss half-frames length
12m. The transverse half-frames are spaced by 5x6m. They
are put into the base on one side and joint set on the
longitudinal frame on the other side. The middle arched
mesh is from transverse arched and truss girders spaced
by 6m and longitudinal parallel truss girders spaced by
3m. The
mesh construction is set on supports joint
anchored into the longitudinal frames. The longitudinal
frames are designed as spatial truss three-part frames,
which are joint anchored into the basis. The longitudinal
frames are spaced by 12 and 11,7m. The external cladding
of the pool hall is from glass.
Why is this project important and special?
The project is a unique solution of thermal spas as pistina-
a pool
with an open bed set on a thermal
water spring.
The objects form a united whole of thermal spas together
with a swimming pool being filled with thermal
water and
the
necessary
supporting
buildings.
They
are
interconnected and connected to the existing buildings.
Use of ESA-Prima Win
Description of the technical questions to be solved
with ESA-Prima Win:
The calculation of the bearing constructions
A description of your experience with ESA-Prima
Win when realising the project:
I have positive four year long experience in using NEXIS.
I
would like to see some improvements on the programs
including a
more precise calculation of the buckling
lengths of the supporting bars, a possibility of freeing the
contact of wall and ceiling elements because of onesided
exertion of the contact forced / stressed. I
would like to
receive better quality of the works with modul Project for
drawing plans.
Modules used:
3D beam and shell elements
Physical non-linear calculation ( only compress the
supports, the function of the supports, only tension in
the beams,
maximum strength in the beams, limit force
in the beams)
Dynamical seismic
The ribs in concrete plates
Dimension modules, concrete, steel
Absence
67
SCIA User Contest Catalog
