Projekte Referenzen D+E - Zeman International...Zentrale / main office: A-1120 Vienna, Austria,...

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Zeman InternationalOrganigrammOrganizational chart

HoldingHolding

100% Maschinenbau, ProduktionMachine building, production

99% ProjekteProject execution









100% MontageAssembly

89% MontageAssembly


100% ProduktionProduction


100% Produktion

Production


33,35% HandelTrade

100% HandelTrade

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Gerba Montage

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Faber és Társa Kft H

S.C. PEM Hale s.r.l. RO

Gerba GmbH D

PEM GmbH RU

PEM Haly s.r.o. SK

PEM Ukraine Ltd UA

PEM GmbH D

PEM Epitesi Kft H

Zeman & Co GmbH A

PEM Gesellschaft mbH A

Zeman Beteiligungsgesellschaft mbH A

Zeman Bauelemente

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Zekon Spólka z o.o. PL

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Zeman HDF Spólka z o.o. PL

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Firmengruppe ZEMAN International

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Zentrale / main office: A-1120 Vienna, Austria, Schönbrunner Straße 213-215Phone: +43 1 81414 m 0, fax: +43 1 8122713, e-mail: [email protected], www.zeman-stahl.com

Zeman International

Technische und wirtschaftliche LeistungsfähigkeitTechnical and economical potential

Eigene Fertigungskapazität für Stahlkonstruktionen in A, PL, TR: 35.000 Tonnen p.A.Own production capacity for structural steelwork in A, PL, TR: 35.000 tons p.a.

Technisches Personal 2015Technical staff 2015:Dipl.-Ing., Dipl.-Ing. (FH) / graduated engineers 82HTL Ing. / engineers 98Fertigungspersonal / staff for production 290Montagepersonal / erection staff 95Sonstiges techn. Personal / other technical staff 62

Zertifikate im Zeman-KonzernCertificates in the Zeman group

DIN EN ISO 3834-2 Schweißtechnisches QualitätsmanagementWelding quality management

EN 1090-1 KonformitätsnachweisCertification of conformity

ISO 9001 QualitätsmanagementsystemQuality management system

ÖNORM M 7812 Sicherung der Güte von SchweißarbeitenSecuring of welding work quailty

SCC Arbeits- und UmweltschutzmanagementsystemSafety at work and environment protection management system

Wirtschaftliche Leistungsfähigkeit Aufschlüsselung der Jahresumsatzzahlen (unterBerücksichtigung des Bestandes an unfertigen Projekten) und des MitarbeiterstandesEconomical Potential: Breakdown of the annual turnover (in consideration of the stock ofprojects work in progress) and the number of employees:

Umsatz, MitarbeiterTurnover, staff

Zeman Konzern konsolidiertZeman Group consolidated

Umsatz 2013 ++,'-+ CV\) nUmsatz 2014 109,44 CV\) nUmsatz 2015 +,-'30 CV\) nUmsatz 2016 ++*'00 CV\) nUmsatz 2017 ++-'30 CV\) n

Mitarbeiter 2013 586Mitarbeiter 2014 617Mitarbeiter 2015 651Mitarbeiter 2016 650Mitarbeiter 2017 660

Internationale Auszeichnungen / International AwardsEuropäischer Stahlbaupreis 1985, 2005, 2007, 2011 und 2013European Steel Design Award 1985, 2005, 2007, 2011 and 2013

Zeman HDF Sp. z o.o., ul. Katowicka 24, 41-600 !wi"tochłowice , www.zeman.pl, [email protected]

Zeman HDF

Terminal Balice – Kraków - BaliceTerminal Balice – Kraków - Balice

Terminal Balice, Kraków

Termin realizacji: 2014-2016Lokalizacja: "#'&$%, KrakówKlient: Astaldi S.p.A.Zakres prac: Generalne

WykonawstwoDane techniczne: ci!"ar konstrukcji ok.

4.000 t, powierzchnia23.000 m2

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Execution time: 2014-2016Location: "#'&$%! KrakówClient: Astaldi S.p.A.'xecuted work: General Contracting)echnical specification: weight of steel

structure about 4.000 t,surface area 23.000 m2

Infrastrukturbauten

Infrastructure Buildings

1615056 / Zeman & Co GmbH, Schönbrunner Straße 213-215, A-1120 Wien, www.zeman-stahl.com

SportstättenbautenSports facilities

Parc Ui Chaoimh Stadium, Südtribüne, Cork

Zeit der Leistungserbringung: März 2016 f Februar 2017

Standort: Cork, Irland

Auftraggeber: John Sisk & Son (Holdings) Ltd

Planung: Malachy Walsh and Partner, Cork

Ausgeführte Arbeiten: Detailstatik und -planung, Produktion,Lieferung und Montage der komplexen räumlichen Stahlfachwerkengem. EN 1090-2 EXC 3. Vorzusammenbau von 70 t schwerenDoppelgespärren.

Technische Daten:

Gewicht der Stahlkonstruktion 980 to, Korrosionsschutzklasse C4

Parc Ui Chaoimh Stadium,South Stand, Cork

Execution period: %OWY INUJVgZpart) March 2016 f February 2017

Location: Cork, Ireland

Client: John Sisk & Son (Holdings)Ltd

Design: Malachy Walsh andPartner, Cork

Executed work: detailed staticcalculation and engineering,production, delivery and assemblingof steel construction acc. to EN1090-2 EXC 3.

Technical data:

Weight steel construction: 980 tons,corrosion protection class C4


SportstättenbautenSports facilities

Neubau der Feuerstein-Arena, Wernigerode, DE

Zeit der Leistungserbringung: Juni i November 2017Standort: Wernigerode, DeutschlandAuftraggeber: Stadt Wernigerode, Hoch- und TiefbauamtPlanung: GRAF Architekten GmbH, sbp gmbhAusgeführte Arbeiten: Detailstatik, Detailplanung, Ermittlung derWerkstattform, Montagestatik, Produktion, Lieferung und Montage derkomplexen geschwungenen Dachkonstruktion (inkl. Stahl-Seilnetzkonstruktion für Glasfasermembran) der Multifunktionsarena.Technische Daten:Ca. 300 Tonnen Stahlkonstruktion,Einzel Bauteilabmessungen:ca. 23 Meter Länge, Spannweite 73 m;Überdachte Fläche: 73 x 44 mDoppeltgekrümmter in sich verdrehter Kastenträger mit veränderlichemQuerschnittAuftragssumme: EUR 1.200.000 exkl. Ust

Photo rights: Zeman & Co GmbH, schlaich bergermann partner sbp gmbh

New Construction of theFeuerstein-Arena,

Wernigerode, Germany

Execution period: June -November 2017Location: Wernigerode, GermanyClient: Municipality of Wernigerode,Building DepartmentDesign: GRAF Architekten GmbH,sbp gmbhExecuted work: detailed staticcalculation and engineering,determining of workshop form,assembly statics, production,delivery and assembling of complexcurved roof steel structure (incl.steel rope net construction for glassfibre membrane).Technical data:Weight steel construction: 300 tons;Single component dimensions:Ca. 23 m length, 73 m span wideCovered area: 73 x 44 mDouble curved twisted box girderwith variable cross sectionContract value: EUR 1,200,000excl. VAT.

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DachkonstruktionenRoof Structures

Glasdacherneuerung, Business Park Vienna

Zeit der Leistungserbringung: Juni 2016 k Jänner 2017Standort: Wienerbergstrasse 3-9, 1100 WienAuftraggeber: EHL Immobilien ManagementPlanung: Architekturbüro RISS, 1120 WienAusgeführte Arbeiten: Demontage und komplette Neuerrichtung derbestehende Mall mit neuer räumlichen Stahlkonstruktion unterVerwendung von SIN-Profilen, neue Gebäudehülle (inkl. Fenster undelliptischer Dachverglasungen), neue Untersicht mit hochwertigen ALU-Verbundplatten sowie neue Karusselltüren und Tore.Die Demontage und Neuherstellung erfolgte unter durchgehenderAufrechterhaltung des vollen Betriebs des Einkaufzentrums und der Mall.Technische Daten: Überdachte Fläche: ca. 1.500m2, freieSpannweiten bis 21 mAuftragssumme: EUR 1.600.000,- exkl. Ust

Glass Roof ReconstructionBusiness Park Vienna

Execution period: %QY\ KPWLXl]part) June 2016 k January 2017Location: Wienerbergstrasse 3-9,1100 Vienna, AustriaClient: EHL Immobilien Management

Design: Architekturbüro RISS, ViennaExecuted work: Dismantling of theexisting mall and complete newconstruction with new spatial steelconstruction by using of SIN profiles,new building envelope (includingwindows and elliptical roof glazing),new ceiling with high-qualityaluminium composite panels as wellas all the new revolving doors andgates. All refurbishing works wereexecuted under full operation of theshopping park and of the mall.Technical data: covered area: ca.1.500 m², free spans up to 21 mContract value: EUR 1,600,000excl. VAT.

Photo rights: Zeman & Co GmbH, Architekturbüro RISS

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Zeman HDF

Terminal T1, Lotnisko Chopina – WarszawaTerminal T1, Chopin Airport - Warsaw

Terminal T1, Lotnisko Chopina

in Warszawa

Termin realizacji: 2013Lokalizacja: WarszawaKlient: Hochtief Polska S.A.Zakres prac: Projekt warsztatowy,

wytworzenie, dostawa i monta!

konstrukcji stalowej,Dane techniczne:

Ci"!ar konstrukcji ok. 2500t

)-62/3+1 )#! &.45/3 $/65468 /3 *+67+9

Execution time: 2013Location: WarsawClient: Hochtief Polska S.A.Executed work: Workshop drawings,

manufacturing, delivery andassembly of steel structure,

Technical specification:Weight of steel structure ca.2500t,

Infrastrukturbauten

Infrastructure buildings

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Zeman HDF

Centrum Kongresowo-Sportowe – Arłamów Convention and Sports Center – Arłamów

Termin realizacji: VI – IX 2011Lokalizacja: Arłamów Klient: RESBEXZakres prac: wykonanie,

dostawa i monta!

konstrukcjistalowej

Dane techniczne: powierzchnia2 300 m2

Execution time: VI – IX 2011Location:: Arłamów Client: RESBEXExecuted work: manufacturing, delivering

and assembling steelstructure

Technical specification: surface 2 300 m2

Architektur-StahlbauArchitectural steel structures

Sales and financeshead office of

voestalpine Stahl GmbH:

Period of performance: 08 2007– 01 2009Location: voestalpine-Straße 1,A-4020 LinzClient: ARGE VFZ-Bau VoestDywidag-Habau-Held & Franke(voestalpine Stahl GmbH),Siemensstraße 60, A-4021 LinzPlanner: Dietmar FeichtingerArchitectsExecuted work: Bearingstructural steel compositeconstructkon with a wideoverhanging front end withintegrated viewing terrace.Technical Specification: Weightof structural steelwork: 1.000t,length of the building: Appr. 210mwith a turn of appr. 75°, width:20m, height: 18m, length ofoverhang: Appr. 30m.Order value: EUR 3.230.000,-excl. VAT

Verkaufs- und Finanzzentraleder voestalpine Stahl GmbH:

Zeit der Leistungserbringung: 08 2007 – 01 2009Standort: voestalpine-Straße 1, A-4020 LinzAuftraggeber: ARGE VFZ-Bau Voest Dywidag-Habau-Held & Franke(voestalpine Stahl GmbH), Siemensstraße 60, A-4021 LinzPlaner: Dietmar Feichtinger ArchitectsAusgeführte Arbeiten: Tragende Stahlverbundkonstruktion mit weitauskragender Stirnseite mit integrierter Aussichtsterrasse.Technische Daten: Gewicht der Stahlkonstruktion: 1.000t, Länge desGebäudes: Ca. 210m mit einer Biegung um ca. 75°, Breite: 20m, Höhe:18m, Länge der Auskragung: Ca. 30mAuftragssumme: EUR 3.230.000,- excl. Ust

S2.7052 / Zeman & Co GmbH, Schönbrunner Straße 213-215, A-1120 Wien, www.zeman-stahl.com

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Architektur-StahlbauArchitectural steel structures

Multi-storey hotel buildingand shopping center:

Period of performance: 09 2008– 07 2009Location: Praterstraße 1, A-1020WienClient: UNIQA PraterstraßeProjekterrichtungs GmbH, UntereDonaustraße 21, A-1020 WienPlanner: Werner Consult ZTGmbH, ZT DI Meinrad RollerExecuted work: Detailed staticcalculation, detailed planning,production and assembly ofstructural steelwork and 2 bearingsteel pylons. Fire simulationcalculation and fire test.Innovative assembly concept:Assembling of 2 bearing floors onground level and lifting up to finalposition.Technical specification: Weightof the structural steelwork: 1.400t,metal plate thickness: Up to120mm, Number of floors: 18,height: 75m, gross area:53.000m2. Lifting of 2 bearingfloors: Weight: 1.600to, area: 2 x450m2,lifting distance: 27m.Order value: EUR 5.100.000,-excl. VAT

Hotelhochhaus und Einkaufszentrum:

Zeit der Leistungserbringung: 09 2008 – 07 2009Standort: Praterstraße 1, A-1020 WienAuftraggeber: UNIQA Praterstraße Projekterrichtungs GmbH, UntereDonaustraße 21, A-1020 WienPlaner: Werner Consult ZT GmbH, ZT DI Meinrad RollerAusgeführte Arbeiten: Detailstatik, Detailplanung, Fertigung undMontage der Stahlkonstruktion und der beiden tragenden Stahlpylone.Brandsimulationsrechnung und Brandversuche für die Stahlpylone.Innovatives Montagekonzept: Zusammenbau der 2 Traggeschosse inBodennähe und Heben auf die endgültige Höhe von 30m.Technische Daten: Gewicht der Stahlkonstruktion: 1.400t,Blechstärken: bis 120mm, Anzahl Geschosse: 18, Bauhöhe: 75m,Bruttofläche: 53.000m2. Hebung der 2 Traggeschoße: Gewicht:1.600to, Fläche: 2 x 450m2, Hubweg: 27m.Auftragssumme: EUR 5.100.000,- excl. USt

S1.8002 / Zeman & Co GmbH, Schönbrunner Straße 213-215, A-1120 Wien, www.zeman-stahl.com

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InfrastrukturbautenInfrastructure buildings

Underground station:

Period of performance: 03 2004– 01 2007Location: Kagraner Platz, 1220WienClient: Wiener Linien GmbH &Co KG, Erdbergstraße 202, A-1030 WienPlanner: Architektengruppe U-Bahn, Monarth und TatzberGmbHExecuted work: Detailed statics,detailed planning, delivery andassembly of the undergroundstation: Structural steelwork,facades, glass and completeinterior finishings.Technical Specification: Weightof the structural steelwork:170t,area of the enclosures: 1.500m2.Order value: EUR 5.612.000,-excl. VAT

U-Bahn-Station:

Zeit der Leistungserbringung: 03 2004 – 01 2007Standort: Kagraner Platz, A-1220 WienAuftraggeber: Wiener Linien GmbH & Co KG, Erdbergstraße 202, A-1030 WienPlaner: Architektengruppe U-Bahn, Monarth und Tatzber GmbHAusgeführte Arbeiten: Detailstatik, Detailplanung, Lieferung undMontage der U-Bahn-Station: Stahlkonstruktion, Fassaden, Glas undkompletter Innenausbau.Technische Daten: Gewicht der Stahlkonstruktion: Ca. 170t, Flächeder Einhausung: 1.500m2.Auftragssumme: EUR 5.612.000,- excl. Ust.

SG1.4012 / Zeman & Co GmbH, Schönbrunner Straße 213-215, A-1120 Wien, www.zeman-stahl.com

Gewinner des Europäischen Stahlbaupreises 2007Winner of the European Steel Design Award 2007

S3.4001 /Zeman HDF Spólka z o.o.+ Zeman Pokoj Spólka z o.o. + Zeman & Co GmbH + Zeman Bauelemente GmbH, www.zeman-stahl.com

Office- entertainment- andshopping-center

Zlote Tarasy:

Period of performance: 04 2004– 12 2004 Location: Ul. Zlota 59,PL-00-120 Warszawa Client:Waagner Biro Stahl-Glas-TechnikAG, Stadlauer Straße 54, A-1220Wien Planner: The JerdaPartnership International, Inc.Executed work: wavelike,geometric complex domedstructure of welded tubularprofiles, bearing the triangularglasses; steel structures for the“drum”: Erection of the scaffolds,assembly and mounting in factoryand at site. TechnicalSpecification: Scaffold volume:Appr. 100.000m3, weight ofstructural steelwork: 750t,premounted elements: Up to 18mlength, 5m width, 3m height.Area: 10.200m2 Order value:EUR 5.450.000,- excl. VAT

Büro- Entertainment- und ShoppingcenterZlote Tarasy:

Zeit der Leistungserbringung: 04 2004 – 12 2006Standort: Ul. Zlota 59, PL-00-120 WarszawaAuftraggeber: Waagner Biro Stahl-Glas-Technik AG, Stadlauer Straße54, A-1220 WienPlaner: The Jerda Partnership International, Inc.Ausgeführte Arbeiten: Wellenförmig, geometrisch komplexesKuppeltragwerk aus geschweißten Rohrprofilen, welche diedreieckigen Glasscheiben tragen; Stahlkonstruktion für den „Drum“:Errichtung der Gerüste, Werks-Zusammenbau und –montage, Montagevor Ort.Technische Daten: Eingerüsteter Raum: ca. 100.000m3, Gewicht derStahlkonstruktion: ca. 750t, vormontierte Elemente: Bis 18m lang, 5mbreit und 3m hoch, Fläche der Stahl-Glas-Überdachung: Ca. 10.200m2.Auftragssumme: EUR 5.450.000,- excl. USt

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ParkdecksParking facilities

Aufstockung Parkhaus Klinikum Passau:

Zeit der Leistungserbringung: März- Oktober 2016Standort: Klinikum Passau, Innstraße 76, 94032 Passau

(Architektur) Planung: Tragwerksplanung: Statik Breinbauer,Vorplanung: Aidenberger Walter-Architekt, Ausführungsplanung/Statik: Zeman & Co GmbHAuftraggeber: Berger Bau GmbH

Ausgeführte Arbeiten: Adaptierung/Aufstockung eines bestehendenParkhauses aus Stahlverbundbau inklusiver der Trapezblechdächerund der verlorenen Schalung für die StahlbetondeckenTechnische Daten: ca. 540 t Stahlkonstruktion, 2.610m² Trapezblech,400 zusätzliche StellplätzeAuftragssumme: EUR 1.480.000,- exkl. Ust

Extension of the car park ofClinical Centre Passau:

Period of performance:March-October 2016Location: Klinikum Passau,Innstraße 76, 94032 Passau,Germany(Architectural) Design: Structuraldesign: Statics by Breinbauer;preliminary design by AidenbergerWalter-Architekt; execution &detailed design + statics by Zeman& Co GmbHClient: Berger Bau GmbHExecuted work: Adaptation /expansion of the existing car parkwith steel composite constructionincluding trapezoidal metal sheetroof and new decking and roofing.Technical specification:approx. 540 t steel construction,2.610m² of trapezoid sheet, 400additional parking placesContract value:EUR 1,480,000 excl VAT.

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Projekte Referenzen D+E - Zeman International...Zentrale / main office: A-1120 Vienna, Austria,...

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Transcript of Projekte Referenzen D+E - Zeman International...Zentrale / main office: A-1120 Vienna, Austria,...