Our team currently consists of more than four dozen highly qualified employees — engineers, designers and administrative staff. Most of them work at the parent company in Brno. A subsidiary in Slovakia currently employs five engineers with the complete support of the parent company. The management of the subsidiary in Banská Bystrica is entrusted to Ing. Martin Kollár.
Petr is a founding partner and executive of the Link Projekt and he has been the leader from the beginning.
He has more than twenty years of experience in designing bridge structures of various types.
Bridges on R52 Rajhrad-Pohorelice
Highway overpasses on the R52 expressway. Predominantly slender monolithic pre-stressed structures.
R3510. Facility 201
Two-lane integrated pre-stressed concrete bridge formed with a parapet. It is part of a country road. Awarded the Bridge Work of the Year.
R3509 – Obchvat Olomouce
Bridge Design Coordinator. The bridges on the route include trestle No. 202, a monolithic construction with a 42-meter span and a concrete lower pull-out. Furthermore, a large number of monolithic pre-stressed bridge structures at multi-level junctions, especially cross-sections of the “one-piece” type, two-sided or slab. The route also includes integrated bridges for field roads made up of parapet beams.
Bridges for R5205, R5206 and R48.
Tomáš is an experienced designer with years of experience, including participation in projects abroad. For several years he worked on a suspended bridge over the Fraser River in Canada and a Taiwan High Speed Rail Project in Taiwan.
Tomáš is a founding partner of the Link Projekt, and its executive and technical director. He coordinates the work of the project teams and oversees the quality of the output.
Pedestrian bridge in Eugene, Oregon, United States
Independent static calculation of a three-span suspension structure with a 23 + 103 + 23 m span over the Willamette River with a bridge constructed of concrete prefabricated segments. The supporting cables are supported by steel “A” pylons and anchored in the anchor blocks on both sides by steel rods. The bridge was completed in 1999.
Motorway overpass at Olomouc, Czech Republic
Static calculation of preloaded two-spoke concrete bridge over R35. The cross-section is made up of two parapet beams in the form of New Jersey conveyor joints connected to a concrete slab. The central support consists of a pre-cast reinforced concrete column in the form of a “V”. The end crosses of the bridge are directly supported by drilling pilots. The bridge was completed in 2000.
Pedestrian bridge at the bypass of Pilsen, Czech Republic
Suspension bridge project over the D5 motorway. The bridge is made up of two steel pipes connected by a reinforced concrete slab. The ground plan of the bridge is S-shaped with spiral access ramps. The pylons are situated at the center of the ramp. The supporting cables are anchored on the pylons and eccentrically on one of the bridge tubes. Responsible for the static calculation and preparation of Documentation for the Construction. The bridge has not yet been completed.
Footbridge in Maidstone, England
Static and dynamic calculation of two-pole pre-stressed belt construction made of pre-cast reinforced concrete segments with a coupled monolithic plate. The structure is planted with a central support consisting of a reinforced concrete staircase as a strut and a steel rod. The bridge was completed in 2000.
Bridge on the highway over train tracks, pipelines and the Opava River, Czech Republic
Responsible designer of a trestle bridge on the D47 motorway. The structure consists of a continuous beam of 17 fields with a maximum span of 45 m. The cross section consists of a pair of steel I-beams with a coupled concrete bridgeboard. The bridgeboard is transversally pre-loaded. The main beams are directly supported on the transversally pre-stressed bearing supports.
Pedestrian bridge for cyclists in České Budějovice, Czech Republic
Responsible designer of a bridge for cyclists across the Vltava River that spans 53.2 m. The supporting structure consists of a steel bridge with a coupled concrete slab supported eccentrically along one edge by means of steel arch hinges. The arc is deflected from the vertical plane. The construction is embedded into integrated supports. The bridge was completed in 2006.
Pedestrian bridge over R35 near Olomouc, Czech Republic
Static pedestrian bridge design over the R35 motorway, consisting of a pre-tensioned belt with an external arch. The supporting structure consists of a pre-stressed belt with two arrays, the inner support of which consists of a concrete arch with a span of 64 m. The construction consists of a self-supporting system that minimizes the foundation requirements.
C260 & C270 THSR project, Taiwan
Coordination and leadership of projects of various types of pre-stressed concrete bridges, erected bridges and composite-steel bridges for high-speed rail in the Design Management Department of the Bilfinger-Berger Implementation Company on the C260 and C270 sections.
Golden Ears Bridge, Canada
Construction preparation, design of temporary construction, construction procedures and coordination of projects of various types of pre-stressed concrete bridges, coupled steel-concrete bridges and the main extradosed bridge over the Fraser River in the Construction Management Department of Bilfinger Berger (Canada).
Aleš has been our new management executive since May 2017. He is a senior manager with more than twenty years of experience. In the Link Projekt he is the business and sales director in charge of day-to-day operations, bidding and contract-related processes. He is the member of the management responsible for compliance, the development of an integrated management system and the marketing activities of the company.
Aleš started his career as an economic journalist (Hospodářské noviny, Český rozhlas), He later worked in various managerial positions, for example with companies Jihomoravská energetika/E.ON, Starobrno (Heineken). For six years he worked at the CzechTrade agency as the director of strategy and business development. Then he worked for several years as a senior consultant with strategic management focus (Adwise, Ernst & Young) and as Director of Content and PR at Marketing Agency Marco, a member of BBN International’s largest B2B network.
Head designer in the Czech Republic
Standa strengthened our team shortly after the company was set up in 2007. As an experienced practitioner, today he acts as the lead designer and gives experience to younger colleagues.
Flying concrete bridge over the Váh Canal, Horná Streda, D61 (SK)
Three-lane continuous beam with a length of 178 m with a main span of 66.5 m and a chamber cross section. Longitudinal internal and external pre-stress.
Footbridge for pedestrians and cyclists at Incheba over D1 and another road, Bratislava (SK)
A five-poster reinforced concrete slab reinforced in the middle field by a single steel arch (Langra beams). The overall length is 91 m. The span of the main field is 34 m. There are elevators at both ends.
Pedestrian bridge for Aupark over D1 and another road, Bratislava (SK)
Two and four-pane pre-stressed concrete slab reinforced in the middle field by a steel arch (Langra beams). Overall length 113.5 m, main field span 34 m.
Bright concrete bridge across the valley and railway, Ožďany, R2 (SK)
A five-lane continuous beam of 431 m in length, with a span of 87.5 m internal space, and a chamber cross section of varying heights. Longitudinal internal and external pre-stress.
Steel bridge over the Ostravice River, D47, Ostrava
A four-poster continuous beam with a cut-out steel chamber with a coupled concrete slab. Variable cross-section height. Overall length 343 m, span of the main field 100.3 m. Flying assembly, concreting in carts. Transverse cohesive and longitudinal outer pre-stress. Unstable ground.
Coordinator of Bridge Objects, D1 Jánovce – Jablonov (DSP) (19 bridges)
Bridge at the Orphan Institution, Olomouc
One-piece slab reinforced with steel arches (Langra’s beams). Bridge extension 64.9 m. Bridge width 13.35 m. Longitudinal cohesive pre-stress.
Footbridge over the Ostravice River, Frýdek-Místek
Three-lane pre-tensioned belt of length 100.5 m. Main field range 50 m. Pedestrian and bicycle bridge.
Road Bridge at I / 3, Tábor
Three-poster railing units. Overall length 105.8 m. Main field range 34 m. Longitudinal and transverse cohesive pre-stress. Bridge over the railway line Tábor – Sudoměřice.
Concepts of bridges at the Šantovka Gallery, Olomouc (three bridges and five lifts)
Pedestrian bridge — north connection to Šantovka Gallery, Olomouc
Seven-pile continuous plate. Overall length 144.3 m. Main field span 28.6 m. Steel supports with branched gauges. Longitudinal incoherent pre-stress.
Architectural and construction competition, Komenský Bridge, Jaroměř
One-piece steel truss construction with a concrete slab with a 62 m span. Cladding with polished stainless steel sheet. Reward for co-authoring the proposal.
Architectural and construction competition, pedestrian bridge over the Elbe River, Hradec Králové
One-piece framework of pre-stressed concrete with a span of 64 m and a width of 12.5 m. Co-author of the design.
Coordinator of Bridges, R2 Ruskovce – Pravotice, Bánovce nad Bebravou (SK) (13 bridges)
Prefabricated bridge to R2 over a railway line
Eight-pole continuous prefabricated bridge. Overall length 210.5 m. Main field range 31 m. Concrete bonding – concrete. Pre-stressed prefabricated elements.
Architectural and construction competition, bridge over the Moravia River, Litovel
One-piece pre-stressed frame with a 32 m span. Designer – 1st prize.
Bridge Object Coordinator, D55 (R55) 5507 Babice – Old Town (Documentation for Building Permit) (16 bridges)
Architectural and construction competition, pedestrian bridge over the Lubina River, Příbor
One-sided steel parapet with a span of 36.3m. Reversible interlocking. Co-author of the proposal – 3rd prize.
Road Bridge on Masarykova Street, Olomouc (Documentation for Building Permit and Documentation for Construction)
Two-pole steel construction reinforced with steel archs (Langra beams). Total length 63.3 m. Main field span 38.3 m. Cooperation with architects from DRNH.
Architectural and construction competition, Mezibořská Bridge, Litvínov
Three-lane continuous parapet of pre-stressed concrete with a main span of 47.5 m. Designer.
Coordinator of bridges, I / 57 Valašské Meziříčí – Jarcová, bypass (Documentation for Territorial Proceeding) (18 bridges)
Head designers in Slovakia
Martin has been a member of the Link Projekt team since 2008 and currently works as a leading designer on our projects in Slovakia. He is also as Technical Director of Link projekt SK s.r.o. the head of the Slovak branch of the company. Besides his rich experience on “domestic” projects, Martin also has experience from a two-year work stay in the United States, where he devoted himself to the static and dynamic analysis of the construction of steel structures in dangerous wind areas.
I66, Brezno – Bypass I Phase (SK)
Different types of pre-stressing and reinforced concrete bridges on a high-speed road. Project engineer responsible for coordinating the implementation project and building. Solving project, design and conflict problems at the investor level – designer – contractor.
R4, Ladomírova – Hunkovce + bypass Prešova (SK)
Different types of pre-stressing and reinforced concrete bridges on a high-speed road. Project engineer responsible for coordinating designers.
R55, Babice – Old Town, bridges SO203, SO204, SO205, SO206
Different types of pre-stressed and reinforced concrete bridges on a high-speed road. Project engineer responsible for static and dynamic analysis and detailed design for the supplier.
Nuclear Power Plant Mochovce, Block 3 and 4 (SK)
Project Coordinator Assistant at the nuclear part of the building. Responsible for coordinating construction and technology projects and responsible for the relationship between investor and supplier. Solving project, design, and operational conflicts in the investor’s interest, dealing with building and technological designers.
R48, Rychaltice – Frydek-Mistek, SO201, SO204, SO214
Different types of pre-stressed and reinforced concrete bridges on the high-speed road. Project engineer responsible for static and dynamic analysis and detailed design of the supplier.
D3, Tabor – Veselí nad Lužnicí, SO217
Pre-stressed concrete vapor bridge over Myslkovice Lake. A bridge of 34 + 6 × 40 + 34 m in a total length of 323 m. It is built in eight stages using a movable supporting steel ring. Responsible for static and dynamic analysis.
Bayshore, YMCA, Soil storage halls (USA)
Commercial steel halls for industrial, sports and cultural use. Beam construction systems for distances up to 60 meters. Static and dynamic analysis of construction in dangerous weather conditions (East Coast USA, Caribbean). Analysis of assembly and transport phases.
Peter has been working in our team since the end of 2007. After a short period in the Brno headquarters, he moved to the Slovak branch of the Link Projekt in Banská Bystrica and was on his way from the very beginning. He is currently acting as the responsible / leading designer.
Concrete four-beam bridge over the D47 motorway, Ostrava
Concrete five-poster construction, designed as a four-span indirectly mounted on inner supports. The bridge, which is on a fixed spline, is additionally longitudinally and transversally pre-stressed. The total length of the bridge is 140 m, the main field span is 25.8 m.
Concrete bridge on road I / 66, bypass Brezna (SK)
Concrete five-poster construction. The bridge was built on a fixed spline and laterally biased. The total length of the bridge is 236 m, the main field span is 49 m.
Concrete double-brick bridge over expressway R2, Bánovce nad Bebravou (SK)
Concrete three-pole continuous structure. The bridge is on a solid spline and it is additionally longitudinally biased. The total length of the bridge is 122 m, the main field span is 45.5 m.
Static and dynamic analysis of pedestrian bridge New Karolina in Ostrava
Static and dynamic analysis of the pedestrian bridge steel structure. Design of the vibration damper of the supporting structure. The total length is 146 m, the main field span is 102 m.