z3rch

Autor: z3rch

  • Multihall Mannheim, Alemania 2019

    Multihall Mannheim, Alemania 2019

    Datos Proyecto

    Arquitecto: HMGB Architekten
    Competición: Democratic Umbrella
    Z3RCH: Asesoria del Concepto Estructural
    Estructura: Cojín de ETFE de grandes dimensiones
    Área cubierta: ca. 1.250 + 700 m2
    Fotos: HMGB Architekten

    Diseño para el concurso internacional del Multihalle Mannheim de HMGB Architekten.
    Dos cojines de ETFE están pensados para ser construidos en el interior de la sala. La propuesta es crear un contraste entre el antiguo salón y las ideas de Frei Otto y el estado actual del arte en el area de las estructuras tensadas.

  • Multihalle Mannheim, Germany 2019

    Multihalle Mannheim, Germany 2019

    Project data

    Arquitect: HMGB Architekten
    Competition: Democratic Umbrella
    Z3RCH:  Counsulting for the Structural Concept
    Structure: Cable net supported ETFE cushion
    Covered Area: aprox. 1.250 + 700 sqm
    photos: HMGB Architekten

    Design for the international competition for the Multihalle Mannheim from HMGB Architekten.
    Dos cojínes de ETFE son concebidos para ser construidos dentro del hall. Generando un contraste entre el antiguo hall y las ideas de Frei Otto y el estado del arte actual de las estructuras tensadas.

  • Multihalle Mannheim, Deutschland 2019

    Multihalle Mannheim, Deutschland 2019

    Projektdaten

    Architekt: HMGB Architekten
    Wettbewerb: Democratic Umbrella
    Z3RCH: Beratung für den Tragwerksentwurf
    Konstruktion: seilverstärktes ETFE Kissen
    Überdachte Grundfläche: 1.250 + 700 qm
    Fotos: HMGB Architekten

    Entwurf für den Architekturwettbewerb für die Multihalle Mannheim vom HMGB Architekten.
    Zwei großformatige etfe-Kissen sollen in der Halle gebaut werden. Um einen Kontrast zwischen der alten Halle und den Ideen von Frei Otto und dem aktuellen Stand der Technik der Leichtbaukonstruktionen zu erzeugen.

  • Estación de buses Aarau, Suiza (2013)

    Estación de buses Aarau, Suiza (2013)

    Project data

    Architect: VJA Architekten
    Engineering: form-tl
    Structure: ETFE pneumatic structure
    Material: ETFE foil, steel + steel cables
    Covered Area: 1.000 sqm
    photos: Eduard Hueber, Niklaus Spoerri, z3rch


  • Bus terminal Aarau, Switzerland (2013)

    Bus terminal Aarau, Switzerland (2013)

    Project data

    Architect: VJA Architekten
    Engineering: form-tl
    Structure: ETFE pneumatic structure
    Material: ETFE foil, steel + steel cables
    Covered Area: 1.000 sqm
    photos: Eduard Hueber, Niklaus Spoerri, z3rch


  • Busbahnhof Aarau, Schweiz (2013)

    Busbahnhof Aarau, Schweiz (2013)

    Projektdaten

    Architekt: VJA Architekten
    Ingenieure: form-tl
    Struktur ETFE pneumatische Struktur
    Material: ETFE Folie, Stahl + Stahlseile
    überdeckte Fläche: 1.000 sqm
    Fotos: Eduard Hueber, Niklaus Spoerri, z3rch


  • Ecor – Schio, Italy (2010)

    Ecor – Schio, Italy (2010)

    h4>Project data

    Architect: Benetti &amp, Lovato
    Engineering: form-TL
    Structure: Tensile facade
    Material: Silicon glas membrane + aluminium porfiles
    Covered Area: 900 sqm + 980 sqm
    photos: Cristian Guizzo

  • Ecor – Schio, Italia (2010)

    Ecor – Schio, Italia (2010)

    h4>Project data

    Architect: Benetti &amp, Lovato
    Engineering: form-TL
    Structure: Tensile facade
    Material: Silicon glas membrane + aluminium porfiles
    Covered Area: 900 sqm + 980 sqm
    photos: Cristian Guizzo

  • Ecor – Schio, Italien (2010)

    Ecor – Schio, Italien (2010)

    Projektdaten

    Architekt: Benetti &amp, Lovato
    Ingenieur: form-TL
    Strukture: Tensile facade
    Material: Silizium Glas Membrane + Aluminium Profile
    überbaute Fläche: 900 sqm + 980 sqm
    Fotos: Cristian Guizzo

  • Monasterio Lehnin, Alemania (2012)

    Monasterio Lehnin, Alemania (2012)

    Project data

    Architect: Ruge Architekten
    Engineering: z3rch
    Structure: Tensigrity structure with loop cable
    Material: PVC/PES membrane, steel + steel cables
    Covered Area: 55 sqm
    photos: 3dtex, z3rch

    The City Hall of Monastery Lehnin, near Berlin, was looking for a structure that would provide sun protection for a tourist information pavilion made entirely of glass. The designed structure is a tensegrity, ie, it is held only by the final membrane tension. The form finding process took an incredible amount of time to find for stability and center positioning of the masts. Using computational methods for “form finding” we could not reach the goal of centering the mast loop cable. Because of that, we turn to do physical models, to study the natural behavior of the form we were looking for. After studying these physical models we went back to computational models with experimental and tangible understanding of what we wanted to build. So we decided to build a perfectly vertical tension cable that allowed us to center the mast. With this design we also managed to decrease the diameter of the perforation of the membrane or loop cable achieving a greater covered area.

  • Monastery Lehnin, Germany (2014)

    Monastery Lehnin, Germany (2014)

    Project data

    Architect: Ruge Architekten
    Engineering: z3rch
    Structure: Tensigrity structure with loop cable
    Material: PVC/PES membrane, steel + steel cables
    Covered Area: 55 sqm
    photos: 3dtex, z3rch

    The City Hall of Monastery Lehnin, near Berlin, was looking for a structure that would provide sun protection for a tourist information pavilion made entirely of glass. The designed structure is a tensegrity, ie, it is held only by the final membrane tension. The form finding process took an incredible amount of time to find for stability and center positioning of the masts. Using computational methods for “form finding” we could not reach the goal of centering the mast loop cable. Because of that, we turn to do physical models, to study the natural behavior of the form we were looking for. After studying these physical models we went back to computational models with experimental and tangible understanding of what we wanted to build. So we decided to build a perfectly vertical tension cable that allowed us to center the mast. With this design we also managed to decrease the diameter of the perforation of the membrane or loop cable achieving a greater covered area.

  • Wandelgang Kloster Lehnin, Deutschland (2012)

    Wandelgang Kloster Lehnin, Deutschland (2012)

    Projektdaten

    Architekt: Ruge Architekten
    Ingengieur: z3rch
    Struktur: Tensigrity structure with loop cable
    Material: PVC/PES Membrane, Stahl + Stahlseile
    überdeckte Fläche: 55 qm
    Fotos: 3dtex + z3rch

    The City Hall of Lehnin Monastery, near Berlin, was looking for a structure that would provide sun protection for a tourist information pavilion made entirely of glass. The designed structure is a tensegrity, ie, it is held only by the final membrane tension. The form finding process took an incredible amount of time to find for stability and center positioning of the masts. Using computational methods for “form finding” we could not reach the goal of centering the mast loop cable. Because of that, we turn to do physical models, to study the natural behavior of the form we were looking for. After studying these physical models we went back to computational models with experimental and tangible understanding of what we wanted to build. So we decided to build a perfectly vertical tension cable that allowed us to center the mast. With this design we also managed to decrease the diameter of the perforation of the membrane or loop cable achieving a greater covered area.

  • Pista de hielo Effretikon, Suiza (2013)

    Pista de hielo Effretikon, Suiza (2013)

    Project data

    Engineering: studio briegert + z3rch
    Structure: Ridge and valley cable structure
    Material: PTFE glass membrane, steel + steel cables
    Covered Area: 900 sqm
    photos: HPGasser


  • Ice Rink Effretikon, Switzerland (2013)

    Ice Rink Effretikon, Switzerland (2013)

    Project data

    Engineering: studio briegert + z3rch
    Structure: Ridge and valley cable structure
    Material: PTFE glass membrane, steel + steel cables
    Covered Area: 900 sqm
    photos: HPGasser


  • Eishalle Effretikon, Schweiz (2013)

    Eishalle Effretikon, Schweiz (2013)

    Project data

    Ingenieure: studio briegert + z3rch
    Struktur: Grat und Tal Kabelstruktur
    Material: PTFE Glasmembrane, Stahl + Stahlseile
    überdeckte Fläche: 900 qm
    Fotos: HPGasser


  • College Kopernikus – Frutillar, Chile (2015)

    College Kopernikus – Frutillar, Chile (2015)

    Project data

    Design: Desmontables S.A.
    Engineering: z3rch
    Structure: Hypar
    Material: PVC/PES membrane, wood + steel
    Covered Area: 70 sqm
    photos: Desmontables S.A.

    This small but very powerfull sail is the covering for the kids playground of the Kopernikus School. The Kopernikus school is located in a small town in south Chile, next to the beatifull Llanquihue lake, Frutillar. Following the principles of the school of teaching respect, innovation and linkage to the surroundings is that this “simple saddle” was designed in conversation with the fully nature of the region. Massive wood mast under compresion and steel plates covered in wood as tie backs gives life to this beautifull rain and sun protection for the school kids. A project that ratify the beautifull combination of structural membranes and wood.

  • Colegio Kopernikus – Frutillar, Chile (2015)

    Colegio Kopernikus – Frutillar, Chile (2015)

    Project data

    Design: Desmontables S.A.
    Engineering: z3rch
    Structure: Hypar
    Material: PVC/PES membrane, wood + steel
    Covered Area: 70 sqm
    photos: Desmontables S.A.

    This small but very powerfull sail is the covering for the kids playground of the Kopernikus School. The Kopernikus school is located in a small town in south Chile, next to the beatifull Llanquihue lake, Frutillar. Following the principles of the school of teaching respect, innovation and linkage to the surroundings is that this “simple saddle” was designed in conversation with the fully nature of the region. Massive wood mast under compresion and steel plates covered in wood as tie backs gives life to this beautifull rain and sun protection for the school kids. A project that ratify the beautifull combination of structural membranes and wood.

  • Hochschule Kopernikus – Frutillar, Chile (2015)

    Hochschule Kopernikus – Frutillar, Chile (2015)

    Projektdaten

    Design: Desmontables S.A.
    Ingeniuer: z3rch
    Struktur: Hypar
    Material: PVC/PES Membrane, Holz + Stahl
    überdeckte Fläche: 70 qm
    Fotos: Desmontables S.A.

    This small but very powerfull sail is the covering for the kids playground of the Kopernikus School. The Kopernikus school is located in a small town in south Chile, next to the beatifull Llanquihue lake, Frutillar. Following the principles of the school of teaching respect, innovation and linkage to the surroundings is that this “simple saddle” was designed in conversation with the fully nature of the region. Massive wood mast under compresion and steel plates covered in wood as tie backs gives life to this beautifull rain and sun protection for the school kids. A project that ratify the beautifull combination of structural membranes and wood.

  • YAP_Constructo 9, Santiago de Chile 2019

    YAP_Constructo 9, Santiago de Chile 2019

    Datos Proyecto

    Arquitecto: GA Estudio
    Competición: YAP Constructo 9 – Chile
    Z3RCH: Asesoria del Concepto Estructural
    Estructura: Cojín de Agua / Aire reforzado con cables de acero y pilares
    Área cubierta: ca. 200 m2
    Fotos: GA Estudio

    Este proyecto explora las posibilidades arquitectónicas de una cisterna (estanque) de agua flexible: elemento industrial que le da  forma al problema del agua hoy en día, sus posibilidades de acopio, retención, fácil movilización y cuidado.
    Nos hemos propuesto levantar una cisterna de agua flexible, un estanque que con ligeros ajustes lo transformaremos en cubierta,  mezclando aire y agua. 25% de agua 75% de aire soportados gracias a una estructura colaborativa entre un montículo de tierra compactada (estático) y otro de tensegridad (flexible) donde elementos sometidos a la tracción y a la compresión amarran todo el  sistema. El peso del agua activa todos los elementos estructurales. Como peso muerto, la cisterna se acuesta sobre una “cama” ,  “red” o “camisa” que conecta con los pilares perimetrales. Este peso se transforma en una tensión superficial en la “cama” la cual  es derivada como tracción a los cables y compresión a los pilares perimetrales formando un flujo continuo de energía que queda  cerrado dentro del sistema estructural.

    Texto del concurso por GA Estudio

  • YAP_Constructo 9, Santiago de Chile 2019

    YAP_Constructo 9, Santiago de Chile 2019

    Project Data

    Architect: GA Estudio
    Competition: YAP Constructo 9 – Chile
    Z3RCH: Counsulting for the Structural Concept
    Structure: Cable net reinforced Water / Air Tank
    Covered area: aprox. 200 sqm
    Fotos: GA Estudio

    This project explores the architectural possibilities of a flexible water cistern (tank): an industrial element that gives shape to the problem of water today, its possibilities of collection, retention, easy mobilization and care.
    We have proposed to erect a flexible water cistern, a tank that with slight adjustments will transform it into cover, mixing air and water. 25% of water 75% of air supported thanks to a collaborative structure between a mound of compacted earth (static) and another of tensegrity (flexible) where elements subjected to traction and compression tie the entire system.
    The weight of the water activates all the structural elements. As a dead weight, the cistern lies on top of a “bed”, “network” or “shirt” that connects with the perimeter pillars. This weight is transformed into a surface tension on the “bed” which is derived as traction to the cables and compression to the perimeter pillars forming a continuous flow of energy that is closed within the structural system.

    Text for the competition by GA Estudio.

     

  • YAP_Constructo 9, Santiago de Chile 2019

    YAP_Constructo 9, Santiago de Chile 2019

    Projektdaten

    Architekt: GA Estudio
    Wettbewerb: YAP Constructo 9 – Chile
    Z3RCH: Beratung für den Tragwerksentwurf
    Konstruktion: seilverstärktes Wassertank
    Überdachte Grundfläche: ca. 200 qm
    Fotos: GA Estudio

    Dieses Projekt untersucht die architektonischen Möglichkeiten einer flexiblen Wasserzisterne (Tank): ein industrielles Element, das das heutige Wasserproblem darstellt, seine Sammelmöglichkeiten, Retention, einfache Mobilisierung und Pflege.
    Wir haben vorgeschlagen, eine flexible Wasserzisterne zu errichten, einen Tank, der mit geringfügigen Anpassungen in eine Abdeckung umgewandelt wird, in der Luft und Wasser gemischt werden. 25% Wasser 75% Luft werden dank einer kollaborativen Struktur zwischen einem Hügel aus Erde (statisch) und einem Tensegrity (flexibel) unterstützt.
    Das Gewicht des Wassers aktiviert alle Strukturelemente. Als Eigengewicht liegt die Zisterne auf einem „Bett“, „Netzwerk“ oder „Hemd“, dass mit den Stützen verbunden ist.
    Dieses Gewicht wird in eine Oberflächenspannung auf dem „Bett“ umgewandelt, die als Traktion abgeleitet wird zu den Kabeln und Kompression zu den Stützen, die einen kontinuierlichen Energiefluss bilden, der innerhalb des strukturellen Systems geschlossen ist.

    Text für den Wettbewerb von GA Estudio.

     

  • Piraeus Centro comercial – Atenas, Grecia (2009)

    Piraeus Centro comercial – Atenas, Grecia (2009)

    Project data

    Architect: Conran & Partners, London + Diarchon, Athen
    Engineering: form-TL
    Structure: Retractable roof + ETFE cushions
    Material: Silicon fiber glas membrane, ETFE, steel + steel cables
    Covered Area: 3.400 sqm
    photos: form-TL


  • Pyraeus shopping mall – Athen, Greece (2009)

    Pyraeus shopping mall – Athen, Greece (2009)

    Project data

    Architect: Conran & Partners, London + Diarchon, Athen
    Engineering: form-TL
    Structure: Retractable roof + ETFE cushions
    Material: Silicon fiber glas membrane, ETFE, steel + steel cables
    Covered Area: 3.400 sqm
    photos: form-TL


  • Pyraeus Einkaufszentrum – Athen, Griechenland (2009)

    Pyraeus Einkaufszentrum – Athen, Griechenland (2009)

    Projektdaten

    Architekten: Conran & Partner, London + Diarchon, Athen
    Ingeniuer: form-TL
    Struktur: versenkbares Dach + ETFE Kissen
    Material: Silizium Fiberglasmembrane, ETFE, Sthal + Stahlseile
    überdeckte Fläche: 3.400 sqm
    Fotos: form-TL


  • Riverside Vallenar, Chile (2015)

    Riverside Vallenar, Chile (2015)

    Project data

    Design: SurFace
    Engineering: z3rch
    Structure: Tensigrity structure with loop cable
    Material: PVC/PES membrane, steel + steel cables
    Covered Area: 120 sqm
    photos: surface

  • Ribereño Vallenar, Chile (2015)

    Ribereño Vallenar, Chile (2015)

    Project data

    Design: SurFace
    Engineering: z3rch
    Structure: Tensigrity structure with loop cable
    Material: PVC/PES membrane, steel + steel cables
    Covered Area: 120 sqm
    photos: surface

  • Promenade Vallenar, Chile (2015)

    Promenade Vallenar, Chile (2015)

    Projektdaten

    Design: SurFace
    Ingenieur: z3rch
    Strukture: Tensigrity structure with loop cable
    Material: PVC/PES Membrane, Stahl, Stahlseile
    überdeckte Fläche: 120 qm
    Fotos: surface

  • Estación de buses Limburg an der Lahn, Alemania (2008)

    Estación de buses Limburg an der Lahn, Alemania (2008)

    Project data

    Architect: Stadt Land Bahn SLB
    Engineering: form-TL
    Structure: Tensioned membrane
    Material: PVC/PES membrane, steel + steel cables
    Covered Area: 330 sqm
    photos: form-TL, Stadt Limburg

  • Bus terminal Limburg an der Lahn, Germany (2008)

    Bus terminal Limburg an der Lahn, Germany (2008)

    Project data

    Architect: Stadt Land Bahn SLB
    Engineering: form-TL
    Structure: Tensioned membrane
    Material: PVC/PES membrane, steel + steel cables
    Covered Area: 330 sqm
    photos: form-TL, Stadt Limburg

  • Busbahnhof Limburg an der Lahn, Deutschland (2008)

    Busbahnhof Limburg an der Lahn, Deutschland (2008)

    Projektdaten/h4>
    Architekt: Stadt Land Bahn SLB
    Ingenieur: form-TL
    Struktur: gespannt Membrane
    Material: PVC/PES Membrane, Stahl + Stahlseile
    überdeckte Fläche: 330 sqm
    Fotos: form-TL, Stadt Limburg