sofistik ag - “monumento 11m”, madrid · 2009. 7. 6. · schlaich bergermann & partner...
TRANSCRIPT
-
Schlaich Bergermann & Partner
“Monumento 11M”, Madrid
Type of structure: Monument
Owner/Client: City of Madrid, RNFE
Expected completion 2007
Scope of SBP work is the conceptual design, detailed design
Architect Estudio FAM Madrid
Diameter approx. 8 m
Height approx. 14 m
The outer layer of the 11-meter-tall monument is constructed of approx. 12.000 massive glass blocks. The glass blocks are connected with adhesive joints into a freely developed form. The internal layer is made of vacuum stabilized ETFE foil with printed sentences on it.
-
Allianz Arena - Munich, Sailer Stepan & Partner
-
Stadium – Durban, South Afrika (for 2010)
06.07.2009 / 3 Schlaich, Bergermann & Partner
-
Stadium TORINO, Italy - Design Schlaich, Bergermann & Partner
-
ASTRA Tower, Hamburg
-
Metro Athens, Greece
-
Enlargement Metro Station
Marienplatz, Munich
-
La Aceña arch-gravity dam, SpainInvestigation report on the analysis of its elastic behavior
06.07.2009 / 8
-
Tunnel Boring Machine – ZERNA Ingenieure
06.07.2009 / 9
-
Dam KOZJAK, Skopje, Macedonia
-
NordLB, Hannover - Pfefferforn & Partner, Stuttgart
-
Project: Phaeno (Volkswagen) Science Center,
Wolfsburg
Consultant: Adams Kara Taylor, London
Comment: SOFiPLUS modelling
-
Project: Rondo Onz Building
Consultant: HOCHTIEF Consult
Comment: Construction Stages, Parametric Modelling
-
Porthsmouth Harbour Tower, UK
(Spinnaker Tower) –
Leonhardt, Andrä & Partner
-
Frank O. Gehry Sculpture, New York - SBP, Stuttgart
-
Dome German Reichstag, Berlin - Leonhardt, Andrä & Partner
Reichstag Dome, Berlin
-
Facade Department Store "Peek&Cloppenburg", Cologne - Knippers
Helbig Ingenieure, Stuttgart
-
Roof - DG-Bank, Berlin - Schlaich, Bergermann & Partner
-
Project: Lehrter Bahnhof (Rail Station), Berlin
Consultant: Schlaich Bergermann + Partner, Germany
Comment: TH 3rd Order, Construction Stages, Fire
design
-
LANIK, San Sebastian
“Palacio de Comunicaciones”
Courtyard Roof, Madrid Type of structure: Freeform glazed grid
shell
Owner/Client: City of Madrid
Expected completion 2007
Scope of SBP work is the conceptual design, detailed design
Architect: Arquimatica, Madrid
Dimensions of the roof 100 x 45 m
Height approx. 8 m
Roof surface 2800 m²
The free-formed glass roof covers the Courtyard of the Palacio de Comunicaciones in Madrid. The building used to be the main post office of Madrid and will now be the new town hall of the City of Madrid. Due to the irregular layout of the courtyard a triangular mesh solution for the roof was the most suitable approach and using the idea of the hanging structures. The horizontal cable net that braces the edge beam takes all horizontal reactions of the roof. As a result, mainly vertical reactions are transmitted into the old building.
-
Swimming Stadium “Balcon al Mar”
Valencia Type of structure: 2-layer, insulated
membrane roof supported by grid shells
Owner/Client: AUMSA / Ajuntament de Valencia
Expected completion 2007
Scope of SBP work is the conceptual design, detailed design
Architect: Areas Ingenieria Y Architectura S.L., Valencia
Roof over Swimming Pool - 99 m x 67m Roof Surface approx. 6.000 m² Roof over Diving Pool – 38m x 67m
The two pools at the new swimming complex in Valencia are to be spanned by grid shells. The covering of the grid shell is achieved by a double-shelled roof construction. This consists of two layers of PTFE fibreglass membrane, with a layer of transparent thermal insulation in the space between. Every second arch of the primary construction is elevated. Valley cables run between these arches, giving the outer membrane (PTFE glass) its folded appearance.
-
“Pabellón de Estado” at the airport of
Madrid Type of structure: Double membrane
roof, glazed facade
Owner/Client: AENA
Completed: 2005
Scope of SBP work is the conceptual design, detailed design, site supervision
Architect: Richard Rogers Partnership, Madrid & Estudio Lamela, Madrid
Dimensions 87 x 25 m
Height approx. 10 m
Membrane area approx. 4.000 m²
The “Pabellón de Estado" at Madrid Barajas airport provides a terminal for guests of state. The passage way between the two facility wings is covered by an apparently floating double layer membrane roof, supported by a minimized curved steel structure. Three self-supporting glass facades and a suspended glass roof provide the perfect and most transparent envelope for the central hall.
-
Pedestrian bridge “Weil am Rhein”
LAP, Berlin / Feichtinger Architects, Paris
Footbridge Award Winner 2008
Category: Technical long span
-
The Cieza Viaduct - PONDIO, Madrid
-
Bridge Maslenica, Croatia - IPZ, Zagreb
-
Project: Darava Bridge, Vipava Bridge
Consultant: Ponting, Slovenia
Comment: Construction Stages, Post-Tensioning
-
Svinesund Bridge Norway / Sweden - Bilfinger Berger AG
-
Taiwan "High Speed Train" - Hochtief Construction AG
-
Pedestrian Bridge Kehl-Strassbourg (Germany/France) - Leonhardt,
Andrä & Partner
-
Bridge – River WOLIN, Poland
06.07.2009 / 30 Transprojekt - GDANSK
-
Bridge "Rijeka Dubrovacka" - Dubrovnik, Croatia
-
Bridge „Krka“, Croatia
Structural design: University of Zagreb
-
Analysis of Cooling Towers
-
06.07.2009 / 34 Zaragoza Bridge Pavilion – EXPO 2008