European Steel Design Awards 2011

With today’s structural steel framing, grace, art and function can come together in almost limitless ways; it offers new solutions and opportunities, allowing architects to stretch their imagination and actually create some of the challenging structures they have designed in their minds. What was once thought impossible is now a reality. Structural steel’s low cost, strength, durability, design flexibility, adaptability, recyclability and sustainability continue to make it the material of choice in building construction.

Outstanding design in steel construction emphasizes the many advantages of steel in construction, production, economy and architecture. The European Steel Design Awards are given by the European Convention for Constructional Steelwork (ECCS) every two years to encourage the creative and outstanding use of steel in architecture and construction. The 2011 Award winning projects of 15 European countries have been presented to an international audience in Postdam on September 23th, 2011.

Members of the Jury:

Dr.-Ing. Volkmar Bergmann, Chairman of ECCS Executive Board, Managing Director Deutscher Stahlbau-Verband
Jean-Louis Gauliard, Secretary General of Syndicat de la Construction Métallique de France
Bertrand Lemoine, Architect and civil engineer Chairman of ECCS Promotion Management Board
Dipl.-Vw. Angelika Demmer, Bauforumstahl Director of Public Relations
Véronique Dehan, Secretary General of ECCS

AUSTRIA

Baku Tollgate • Baku, Azerbaijan, 2011
AWARD: Baku Tollgate  • Baku, Azerbaijan, 2011

Client : Silk Way Airlines
Architect(s):ARUP

Engineer(s): ARUP S.r.l; Handel Engineering, SETESCO
Steelwork Contractor: Waagner-Biro Stahlbau AG / Zeman Celik

Description: Impressive monumental gate to the Heydar Aliyev International Airport, this wing shaped hyperbolic parabolic structure focuses attention with its clear reference to aviation, as an invitation to fly. A triangular welded steel box section in compression supports a cable mesh in suspension bearing the metallic roof panels. It sweeps above the twelve lanes of the road and announces arrival at the airport facilities. The materials used and the dynamic structural form relate to the family of structures embodied in the other airport buildings, thus contributing to the overall identity of the site.

More infos: www.arup.com Type:

CZECH REPUBLIC

Arena Chomutov • Chomutov, 2010
Arena Chomutov • Chomutov, 2010

Client : Chomutov Municipality
Architects: Jindrich Smetana; Jan Burgmeister

Engineering: Vladimir Janata; Jindrich Beran
Steelwork Contractor: Excon, a.s. / Metrostav a.s.
Description: The rounded shape with two curvatures of this large roof covering a winter sports complex is suspended with a 120 metre span single arch provides the building with a powerful image and is an echo of the surrounding foothills of the Ore Mountains. The 1,000 millimetre tube supports a thin tubular prestressed lattice truss which creates an impression of a very subtle structure when seen from the interior of the roof vault. This slender solution is also economic both in terms of construction and minimisation of the heated space and facades surfaces. This contributes significantly to lowering future operating costs and to the protection of the environment.
More infos: www.excon.cz Type:

DENMARK

The Crystal • Copenhagen, 2010
The Crystal • Copenhagen, 2010

Client : Nykredit Ejendomme A/S
Architect(s): Schmidt Hammer Lassen Architects

Engineering: Grontmij / Carl Bro A/S
Steelwork Contractor(s): MT HØJGAARD STÅL A/S

Description: The Crystal stands out as a new major architectural landmark in the city of Copenhagen and as a connecting link between the city and the harbour. Its 1,400 ton steel structure stabilized by two concrete cores rises to six storeys. The rhombic shaped, vertical load resisting façade features diagonals visible through the glass facade. The architectural form of the roof, with its many shifting planes is dictated by the three dimensional shape of its main girder. The floors are all suspended from the roof structure. The unique geometry of the building was carefully designed and calculated using modern design tools. This building exemplifies in a broader sense how a steel structure provides unlimited options in shaping architecture, as well as fostering sustainable solutions and flexibility.

More infos: shl.dk Type:

FRANCE

Basalte Building • Paris La Défense, 2011
Basalte Building • Paris La Défense, 2011

Client : NEXITY Entreprises / Société Générale
Architect(s): 2/3/4 architecture
Engineer(s)
: COTEBA / Terrell

Steelwork Contractor: SMB Constructions Métalliques / CCS (framework and
assembly)
General Contractor: CBC Bateg

Description: Integrated in a densely built-up area of Paris, the La Défense business district and above the length of a main road converted into a tunnel, the Basalte Building bridges a gap between several existing buildings. The five high ceiling suspended floors are used as trading rooms intended to house up to 3,500 traders. The complex steel structure of 5,800 tons in weight spans up to 35 meters. It was erected in eight months with almost all the lifting work done at night. The curved shape of the girders increases the amount of natural light inside the open spaces of the building, while the metal latticework of the facade provides protection from the sun. This highly unusual building meets the most demanding environmental quality standards with French HQE certification.

More infos: www.a234.frterrellgroup.net Type:

GERMANY

Formula I Race Track, Yas Marina Circuit • Abu Dhabi, United Arab Emirates, 2011
Formula I Race Track, Yas Marina Circuit • Abu Dhabi, United Arab Emirates, 2011

Client: ADMM (Abu Dhabi Motorsports Management)
Architects: TILKE GmbH & Co. KG

Engineering: Claus Queck GmbH
Steelwork Contractor: Claus Queck GmbH

Description: The new Formula 1 Yas Marina Circuit in Abu Dhabi seeks to offer optimum comfort conditions for the spectators. Emerging from the sands of the desert, seven grandstands accommodate 40,000 air conditioned seats. The design of the membrane roofing is a reference to the traditional tents of the desert Arabs. This is supported by a two dimensional framework comprised of 19 kilometres of tubular sections. Together with other cultural and leisure facilities, this complex is emblematic of the rapid and dynamic development of the Gulf countries.

More infos: www.stahlbau-queck.de / www.tilke.de Type:

HUNGARY

Terminal Sky Court of Ferenc Liszt International Airport • Budapest, 2011
Terminal Sky Court of Ferenc Liszt International Airport in Budapest

Client: Budapest Airport Zrt.
Architects: KÖZTI Zrt.

Engineering: KESZ Epitö Zrt.
Steelwork Contractor: KESZ Epitö Zrt. / KESZ Ipari Gyarto Kft.

Description: This spectacular extension of Budapest international airport offers an aerodynamic large canopy to accommodate passengers more comfortably, a completely column free " sky court ". This appearance is achieved through a geometry of 14 truss girders made of steel tubes spanning 68 metres with varying radius of curvature and supported on the airside by a vertical 'V' shaped row of slender columns. A 15 metres cantilever overhanging enhances this dynamic aspect. The facade is fully opened towards the airfield through a suspended glass wall. All entire process was carefully controlled from engineering to erection, thus allowing the terminal to be delivered well within the tight schedule.

More infos: www.kozti.hu Type:

ITALY

Aviva Stadion • Dublin, Ireland, 2010
Aviva Stadion in Dublin, Ireland

Client: Aviva Stadium-Dublin-Ireland
Architects: Populous - London

Engineering: Buro Happold Ltd-Bath-UK
Details design and erection study: Cimolai S.p.A.
Steelwork Contractor:Cimolai S.p.A.

Description: The historic glories of Lansdowne Road Stadium have been replaced by a futuristic new one: the Aviva Stadium. Its shape, dimension, materials and aspect are all dictated by the site and its surroundings. The smooth curves of variable height relate to organic forms and allow a minimizing of the stadium impact on the urban neighbourhood. The shimmering and transparent horseshoe shaped roof supported by a large but light steel lattice structure resting on spherical bearings is designed to maximize sunlight onto the turf. It also draws dramatic attention to the stadium at night. This impressive cocoon provides the 50,000 spectators with an intense and collective experience.

More infos: portfolio.populous.com / www.burohappold.com Type:

LUXEMBOURG

Les Rives de Clausen Office Building • Luxembourg, 2010
Les Rives de Clausen Office Building, Luxembourg, 2010

Client: M IMMOBILIER
Architects: Assar Architects


Engineering: Schroeder & Ass.
Steelwork Contractor: Mabilux

Description: In the heart of the old city of Luxembourg, this office building is part of a rehabilitated industrial area. It achieves an integration to the site that is both discreet and masterly. The difficult conditions for the delivery of the materials to this location combined with the many advantages of dry construction and the necessity of mastering the schedule favoured the use of steel as a structural material. The calculation of the structure based on the natural fire concept has allowed a very significant cut in the tonnage of materials required. The cladding, combining glass and metal panels, either plain or perforated, fixed on stainless steel frames, combines harmoniously with the structure in H-sections. The solid volumes play with the lower parts to fully integrate this building in its surroundings.

More infos: Type:

NORWAY

Holmenkollen K120 ski jump arena • Oslo, 2010
Holmenkollen K120 ski jump arena in Oslo

Client: Oslo Municipality
Architects: JDS Architects

Engineering: Norconsult AS / Dipl.-Ing. Florian Kosche AS
Steelwork Contractor:Lecor Stålteknik AB

Description: Built for the 2011 World Championship, this spectacular ski jump is a new attraction and landmark in the vicinity of Oslo, and is visible even from out at sea. The lightweight steel structure cantilevering upwards and backwards some 80 metres and sloping 36° integrates the judges’ booths and the royal pavilion. Wind shields clad with stainless steel mesh protect from the wind without generating turbulences. Ten prefabricated modules weighing between 80 and 150 tons were erected on site using large mobile cranes and connected using high strength bolts. To reduce the overall weight, the welded box sections and H sections used 1,000 tons of S460 high grade steel over a total of 1,400 tons.

More infos: jdsa.eu / www.difk.no Type:

PORTUGAL

Dolce Vita Tejo • Amadora, 2010
Dolce Vita Tejo, Amadora

Client: CHAMARTIN
Architects: Atelier One / Promontório Arquitectos Lda

Engineering: Atelier One / Tal Projecto Lda
Steelwork Contractor: Martifer Construções SA

Description: Largest commercial centre in the Iberian Peninsula, this outstanding shopping area accommodates 44,000 square metres of retail space. It is covered in its entirety by inflated ETFE membranes, forming a roof of translucent cushions. The steel structure of the roof of the mall area is formed by a grid of 10x10 metres with rectangular hollow sections supported on columns. The roof structure of the Plaza is formed by 15 arches spanning between 35 and 95 metres. The use of steel has made it possible to dispense with supports and it is one of the biggest covered areas in Europe.

More infos: www.promontorio.net Type:

ROMANIA

Otopeni International Airport Development • Bucharest, 2010
Otopeni International Airport Development in Bucharest

Client: C.N.A.I.H.C.B. – National Company “Henri Coanda” International Airport Bucharest
Architects: TECHNITAL S.p.A.

Engineering: POPP & Asociatii Srl / TECHNITAL S.p.A. / IPTANA SA
Steelwork Contractor: BOG’ART STEEL SA / AUTOHTON ALPIC SA

Description: Built in a seismic active area, this new terminal of Bucharest airport is a sophisticated combination of a 3,500 tons steel structure and concrete bracing walls. The upper level is covered with 41 metre span undulating box section girders supported by tubular volutes resting on solid steel columns. The rapid implementation rhythm achieved with precise works prefabrication of the large components permitted completion of the entire structure in less than four months. The design clarity of this white painted structure provides a calm and friendly atmosphere at this busy location.

More infos: www.bogart.ro / www.iptana.ro Type:

SPAIN

Sant Josep Building Refurbishement • Vall de Nuria (Girona), 2010
Sant Josep Building Refurbishement in Vall de Nuria (Girona)

Client: Ferrocarrils de la Generalitat de Catalunya
Architects: A&M Arquitectes


Engineering: Oscar de Vega
Steelwork Contractor: ESTRUCAD METAL.LICS SA

Description: Former monastery founded in year 1000 and popular place of pilgrimage, the sanctuary of Vall de Nuria is now a spiritual oasis as well as a small ski and mountain resort in the Pyrenees, near Girona. One of the four stone buildings around the church erected in 1930 has been thoroughly renovated. A four storey steel structure including a new roof has been inserted within the carefully preserved existing facades. This allows an extension of the accommodation and restaurant facilities. Thanks to the lightness of the prefabricated steel elements, all the materials were easily brought on site using the existing rack-and-pinion railway, which is the only transport access to this remote location. The character and environmental quality of this beautiful site has thus been completely preserved.

More infos: amarq.net / www.estrucad.com Type:

SWEDEN

Discfilter Building • Gothenburg, 2010
Discfilter Building in Gothenburg

Client: Gryaab AB
Architects: KUB Arkitekter


Engineering: Ramböll Sverige AB
Steelwork Contractor: Stålab Construction

Description: Seen from outside, the disc filter building for this large water treatment plant has the appearance of a simple volume with a harmonious curve. Two glass facades 120 metres long are linked together into an oval shape by a sweeping roof. Changes in shade and daylight conditions work together with the forest in the background to create different perceptions of the building, both internally and externally, in the course of the day and year. The technical facilities are carefully integrated within the building, which takes its place as a quiet and transparent object in its setting. The character of the nearby national park is echoed by the contrast between the concrete water basins and the light, translucent materials of the building.

More infos: www.kub-arkitekter.se / www.ramboll.com Type:

SWITZERLAND

School in Leutschenbach • Zürich, 2010
School in Leutschenbach in Zürich

Client: City of Zürich, Service des bâtiments / Beta Projekt Management
Architects: Christian Kerez

Engineering: Dr. Schwartz Consulting AG / dsp Ingenieure & Planer
Steelwork Contractor: Zwahlen & Mayr SA

Description: This school in the middle of an old industrial area near Zurich is strikingly bold and innovative in its structural concept. Three superimposed blocks supported by V-shaped truss girders on its perimeter house the different parts of the program, thus reducing the impact on the ground. The upper volume is dedicated to the open space gymnasium, which is completely opened to the landscape. The structure combined with glass walls is everywhere visible, giving a strong expression to the building. It also allows for fluidity of the interior spaces, where classic corridors are being replaced by open halls accommodating various uses.

More infos: www.dsp.ch Type:

TURKEY

Sabiha Gökcen International Airport-The New Terminal Building • Istanbul, 2010
Sabiha Gökcen International Airport-The New Terminal Building in Istanbul

Client: Ministry of Defence - Defence Industry Undersecretariat, MoD / Istanbul Sabiha Goksen Uluslarasi Havalimani Yatirim Yapim Ve Isletme A.S.
Architects: Tekeli & Sisa Architecture

Engineering: ARUP Engineering and Consultant
Steelwork Contractor: TEMSAN A.S / ATAK Engineering

Description: The ambitious extension of the second Istanbul airport, with a capacity of some 40 million passengers a year, was the motivation for the construction of a new international terminal. The main building is comprised of a series of large and small vaults harmoniously linked to each other, and with their form emphasized by copper coloured awnings. The elegant lightweight three-dimensional arches of the structure span 48 metres. The steel structures of the floors rest on the concrete pillars and foundations with high performance seismic isolators. The architectural idiom is derived from the local geography and context and possesses a distinctive character while complying with contemporary international architectural values.

More infos: www.tekelisisa.com / www.arup.com Type:

 

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