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Reconstruction
of the Municipal Office and the Cultural House Lipnik, district
Prievidza
Investor: Lipník
The period of accomplishing: 04/2010 - 06/2010
Construction work and deliveries to the building consist of insulation
cladding, including external wall finishes, ceiling and roof insulation
of the building, replacement of all windows and entry doors, fire
protection that is deviding the building into fire zones and static
stability of the reconstruction, strengthening the existing ceiling
structure below the stage.
Earth-works were done (excavation trenches for external stairways
strip foundations and foot excavation for brace poles), demolition
(holes for escape doors, removing the existing ceiling above the
stage), installation of new plasterboard ceilings, interior and
exterior plastering, new ceramic floor tiles installation and wall
and ceiling decoration.
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Headquarters´
reconstruction UNIPRASTAV, Ltd., Cerenany
Investor: UNIPRASTAV, Ltd.
The period of accomplishing: 2008 - 2010
Our company decided to improve the access to our customers and reconstructed
our own headquarters in Prievidzská Street, Cerenany.
At the first stage the old rafters with roof covering were removed,
the peripheral supporting structures were lifted in order to widen
the space for the first floor. New rafters with a new shape were
built and the roof covering was mounted.
At the second stage our company proceeded to reduce the energy intensity
of the building, thermal insulation of the building was realized,
we exchanged the old, poor exterior panels for new openings. External
rendering was laid. Finally, during this stage we started the reconstruction
of the rooms on the first floor, doing this we created a new space
for sanitary facilities, a kitchen and three bedrooms, one of which
will serve as a meeting room or a boardrooom and two will be used
as offices.
At the third phase we proceeded the reconstruction of the premises
on the second floor where some space for new toilets , a kitchen
and three bedrooms , which can be used as offices, has appeared.
At this stage, new fencing will be accomplished, as well as the
overall landscape around the company building will be arranged.
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Reconstruction
of the Kindergarten Premises in Limbova street, Trnava
Investor: Urban Property Administration, Trnava
Accomplishing period: 10/2008 - 06/2010
The reconstruction deals with insulation of external walls and
roof decks, replacement of the hole filling in enclosure walls and
of external terraces reconstruction. The connecting corridors on
ground pavilions will be adapted, glazed brick walls will be replaced
by brick walls with windows and the roof deck of connecting corridors
will be replaced as well. The above works are also carried out at
the same time with the reconstruction of Mom Club interior, which
is operated by Kalokagatia Leisure Centre in Trnava.
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Base Station
of a Rublic Telecommunications Network, Telefonica O2 Slovakia,
Svinná
Investor: MOVYS, a.s.
Accomplished: 11/2009
Antenna system will be located at the newly built quadrilateral
latticed steel towers up to 50 m. The pole anchoring into the single
footing is designed from steel seamle pipes with diameter of 159
mm, with anchoring flange DN290 mm for anchoring the towers. These
anchor tubes are built into the base structure simultaneously together
with reinforces and will be laid in concrete simultaneously with
concreting foot blocks.
According to a geological survey and statical analysis the ground
plan dimension of single footing was proposed as follows:7.2 x 7.2
x 1.0 meters, the height of the entire segment is 1650 mm (including
circular pillars). The design of single footing is proposed in the
concept of so-called "inverted" table ". This means
that the concrete block of the single footing is placed under the
terrain, only circular pillars are above the ground, into which
the supporting foot poles are anchored.
Base structures will be made together with the base for the tower
and for a container with technology and fencing, the fencing itself,
and connections NN (excavations, cables ...) with a total length
of 1,300 m.
Photodocumentation:
   
The construction
of a fence to a family house, Suchá nad Parnou
Investor: private person
Period of execution: 10/2009
The construction of the base structure was accomplished lying plain
concrete under the fence of ornamental concrete blocks, reinforced
with steel bars and filled with concrete. Ornamental forged steel
fillers were implemented into the concrete structure as well as
a sliding entrance gate for pedestrians and a sliding steel gate
for driving in.
Photodocumentation:
   
Reconstruction
of the attic in Klemensova Street 1 - Peasant House, Bratislava
– Old Town
Investor: ETP Building Management Ltd., Bratislava
Accomplishing period: 12/2008-2/2009
The reconstruction of the attic in the apartment house will
be held in two stages. At the first stage the existing roof structure
will be removed, the floor structure and the existing ceiling plus
the demolition. At the second phase new constructions will be completed.
Photodocumentation:
   
Reconstruction
of a family house, Devin
Investor: private person
Implementation period: 05/2009 - 07/2009
After the reconstruction of the old one-floor house and its attic,
a livable space will be created on the 1st and 2nd floors. Magnificent
views of the ruins of Devin Castle will be admired from the attic.
Work consists of implementing internal rendering, concrete floors,
installation of roof windows, thermal insulation of the building
along with external renderings. After the gross construction ceramic
tiles will be implemented and the walls will be decorated. Finally
the electrical equipment, sanitary and central heating will be embedded.
Photodocumentation:
   
Reconstruction
and extension of dwelling houses, paved areas and car parks, Trencin
Implementation period:
10/2008 - 04/2009
The project dealt with housing access for walking and individual
passenger traffic as well as static traffic for residents and visitors
of built estates. Solved hard surfaces consisted of excavation and
embankment work, wold surfacing with compaction and grass and laying
cobblestone pavements.
Photodocumentation:
   
Shopping
Centre, Partizanske
Period of execution: 1 / 2008 - 07/2008
Excavation consisted of trenching under the proposed base bead
and strip the proposed extension. Excavation work was carried out
using machinery, necessary trimming and chink filling was accomplished
by hand. Basisses consist of monolithic reinforced concrete bases
and monolithic concrete and reinforced concrete strip foundations.
Masonry extension is a monolithic 300 mm thick reinforced concrete
wall. Rockwool insulation is gripped on its outer side. Joist of the
annex building is carried by 400 mm thick monolithic reinforced concrete
columns. The interior lift load-bearing structure is designed of rolled
steel profiles. The boiler-house lookum was accomplished and the lift
shaft was renovated as well. The annex building ceilings are made
of monolithic non girder 200 mms thick reinforced concrete trenchers.
Connecting bridges to lift and internal staircase is made of jackel
steel sections
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Family house,
Brodzany
Implementation period: 06/2007
- 06/2008
It is a detached family house. This family house is designed as
a two-storey building without a basement under it. The entrance
leads through the corridor with to the toilet. The house is divided
into daytime and night-time parts. The daily section includes a
kitchen with a pantry and a living room with the entrance to the
terrace. There are 2 bedrooms located in the so-called night part
of the house. A spiral staircase leads to the workroom in the attic.
There is a garade nex to the house. The sliding roof and some windows
in the gable roof bring the light inside. The building is without
basemets imbedded on the base strip. Load bearing masonry is made
of Ytong, the ceiling is a prefabricated structure. The building
has wooden rafters and a gable roof. The family house is designed
as a two-storey building without basements.
Photodocumentation:
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Social operating
inbuilt hall at Fagor Ederlan Slovakia, Ziar nad Hronom
Execution time: 12/2007
- 3 / 2008
The purpose of the project was to inbuilt a room in the hall SO 512,
for locating large offices with accessory equipment. Concrete B 15
base feet will be laid and belts under the load-bearing walls and
steel columns. Rolled sections were implemented into the steel ciling
constructions and supporting structures. Plasterboard walls, that
separate the individual offices and social facilities, were subsequently
fitted into these structures. The building was transfered as so called
turn – key object, including electricity and sanitary facilities,
air conditioning and central heating. A roof structure was constructed
above the entrance, formed by tin plate upper layer. The external
rendering was renewed too.
Photodocumentation:
  
Production
hall Kck - Cyklosport, Oslany
Implementation period:
11/2007 - 1 / 2008
The area for construction was levelled to the proposed level of excavation
- stripping soil of approximately 2350 m2. From this level of the
terrain the proposed excaxation of trenches and base excavations were
digged. Excavation work was carried out using machinery, necessary
trimming and chink filling was accomplished. The proposed facility
is based on concrete tracks (under skirting perimeter masonry) and
the concrete bases (under the columns of the frames). The width of
the foundation strip is 400 mm. Bead size is 1450x1450 mm, 1200x1200mm.
Subconcrete B20 bellow the hall floor is 100 mm thick, reinforced
by mesh, laid on compacted gravel beds.
Photodocumentation:
   
The motorless
Machinery Warehouse, Oslany
Accomplishing period: 10/2007
- 11/2007
The motorless Machinery Warehouse
is designed as a detached facility located in the real easter register
territory of Oslany. Concrete cinqs made of B 15 plain concrete sized
1000x600x1000mm are designed under the steel-concrete columns. 100
mms thick gravel sand bed was created bellow the single-foooting.
Subconcrete base is made of B 15, 150 mm thick plain concrete lied
on 300 mm thick gravel bed. KARI steel fabric sized 6/150x6/150mm
with 450 mm overlap is the part of the underbase.
The construction frame of the warehouse is designed from transverse
steel beams with steel tie-beams with size range of 12m.
The load-bearing structure is welded from steel columns, which consists
of two 160x55x4mm U-shape sections and 6 mm thick metal plates with
4500 mm module bearing steel welded tie-beams anchored to the base
feet. Steel foot plates with four holes for anchor bolts are welded
to the steel columns. Wind bracing is designed at the first and last
bays - horizontal steel tubes with the diameter of 54x3 mm and diagonal
steel tubes with the diameter of 70x3 mm.
The warehouse roof is made of welded steel tie-beams consisted of
three 160x55x4mm U-shape sections lying on steel columns. Steel 160x55x4mm
U-shape tie-beams are there, on which the cladding is placed. Trapezial
galvanized cornice with a wave height of 40 mm is used for roofing.
Wind bracing ot the roof structure is designed at the first and last
bays using steel tubes 40x3mm in diameter. Metal elements of the warehouse
contain protective anticorrosive coating strengthened in the mooring
poles and containing of 1 first coat and 2 top coats.
Photodocumentation:
   
Family
house on a cruise Square, Trnava
Implementation period: 10/2006
- 12/2006
The project comprised of building
a new house. It began removing the current construction of the building,
which did not apply to building or operational specifications. The
building comprises of one cellarless housing unit plus a basement.
There is a laundry in the basement and a central heating boiler, s
room 003 - fitness center where a shower can be built. A short-term
parking space for the house residents was created . External hard
surface is made of concrete paving.
Photodocumentation:
   
Department
Store Otex Reconstruction, Topolcany
Implementation period: 07/2006 - 10/2006
The department store Otex is located in the center of Topolcany. The
reconstruction comprised of the following: A new passenger lift was
fitted at the original loading platform. The lift is comfortable for
vertical transport of customers between the floors. The original three-piece
internal staircase was demolished and replaced by a new convenient
two-piece staircase. The existing glazed steel walls of the drugstore
on the first floor were demolished and replaced by new aluminum and
glass-covered walls. Each room serving as a selling place inside the
building was reconstructed.
Photodocumentation:
   
Car Service
Behynce
Period of reconstruction: 08/2006 - 09/2006
It is a steel structure anchored to concrete bases - Car Behynce.
The design consists of rolled sections sheathed by PUR panels. It
is screwed with ground plan dimensions of 18x12m. the installation
was made of aluminum scaffoldings.
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Reconstruction
of kindergarten premises to 8 +3 housing units, Pezinok
Accomplishing period: 10/2005 - 06/2006
The former kindergarten building was renovated and changed into residential
units. A complex renovation of electricity, heating, sewer system
and distribution of drinking water was accomplished. The walls were
broken down and the floors were changed, new layout of the premises
was built so that they can create new spaces for living. The old fillings
of external openings were changed into new plastic ones, thermal insulation
of the building was implemented and a new external rendering of external
walls was accomplished. These modifications created 11 apartments
composed of:
*Two one-room flats
*Six two-room flats
*Three three-room flats
Photodocumentation:
   
Pharmacy
Pharmako, Novaky
Accomplishing period: 09/2005 - 03/2006
It is a one floor cellarless rectangular building with a flat roof.
It ia a detached building that serves as a pharmacy. Next door on
the south it adjoints a health care. The reconstruction comprised
of demolition, excavation, basises, vertical structures, horizontal
structures, flooring, insulation, surface treatment, plumbing, decorations
and coatings.
Photodocumentation:
   
Attic Dwelling Units, Trnava
Accomplishing period: 08/2005 - 01/2006
We won the public tender announced by the Management of Urban Property
in Trnava. On 15th August 2005, the building of apartments in Coburgova
street started. The investor´s intention was to change the land used
for building 18 new, quiet residential attic units. Homes were created
reconstructing the unused existing loft, it was insulated and lightened
using dormer-windows. The apartments consist of a kitchen and a bedroom.
WC is situated in the corridor outside the apartment, one for each
individual apartment. Unnecessary crossrails and door casings were
demolitioned, new roof structure openings for the proposed chimney
units, dormers and roof cutouts were created. New 200, 150 and 100
mm thick cement brick masonry bulkheads were accomplished. Chimney
brick elements were made of firebricks lied on cement mortar. Wood
ceilings were reinforced by 60mm thick, monolithic concrrete diaphragm
beems. Wooden rafters were reinforced by steel girders. The existing
roof structure is a wooden tie –beam construction shored up by centre
roof braces. Centre tie-beams were reinforced by steel sections and
eaves plates were anchored to the joist by steel tendon before concreting
ceiling diaphragm beams. New pairs of dormers were installed into
proposed roof spars. The dormers are wooden. The bottom of roof cladding
is insulated by thermal rockwool. New internal renderings of walls
and beams are calcareous with upper limy coating. Bevelled walls in
the attic are garnished with plasterboard.
Photodocumentation:
   
The Public Toilets - Sládkovičova Street,
Trencin
Our staff encountered an ancient quanat, part of which comes back
to the 16th century and used to belong to the fortification portal.
Preservation Istitution of Trencin stopped the work immediately.
The contract was avoided upon mutual agreement.
About us:
City of Trenčín - first archaeological
survey, the construction of public toilets (18. 5. 2005)
Photodocumentation:
   
Primary
School Hodžova, Trencin-sport and recreation centre
Accomplishing period: 03/2005 - 09/2005
The premises reconstructed is the part of the largest primary school
in Trencin. The aim of the reconstruction is to extend the area and
to use it as often as possible. Green spaces will be revitalized as
well as benches for seating, litter bins and bicycle stands will be
installed. Ground-works consist of excavations for steel supporting
base structures for fencing, safety nets, sports equipment and playground
elements. Athletic sports tracks and playgrounds inside the area will
be accomplished inside the area, fake turf football pitch covered
in talcum powder made of silica sand and artificial granulate. Tracks
and run-tracks for long jump will be formed by spraying polyurethane
surface. The electricity will be connected to a public network, the
project deals with external lighting of the school area sportsgrounds
as well as re-laying hydronic central heating and hot water distribution.
About us:
Trencin City - During the holidays a modern sptrts centre will appear
in Hodžova Street (5th May 2005)
Photodocumentation:
   
National
Institute of Rheumatic Diseases in Piestany - Reconstruction of the
first floor into X-ray Department
Accomplishing period: 01/2005 - 03/2005
The modification comprised of the reconstruction of two sections:1st
floor of NURCH Piestany into X-ray department and the professional
workplace surgeries. The reconstruction required necessary layout
adjustments – clearage of existing walls and building new walls (made
of full bricks 150mm thick, or made of light plasterboard 125mm thick
between the surgeries), clearage of holes in existing openings for
new doors installation and implementation of new SW distribution in
the reconstructed places. The walls in the X-ray surgery are plastered
using 5-10mm thick barytic coating. Ceramic tiles were laid behind
the washbasins where required. Full-area plasterboard floors have
been implemented in three layers consisting of antistatic flooring,
ceramic tiles and PVC (polyvinyl chloride).
Photodocumentation:
   
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