Schlagwort: PVC-PES

  • La victoria shopping mall – Santiago de Queretaro, Mexico (2017)

    La victoria shopping mall – Santiago de Queretaro, Mexico (2017)

    Project data

    Design: Lonas Lorenzo
    Engineering Steel + ETFE: z3rch
    Contractor: Lonas Lorenzo + 3dtex
    Structure: Free form pneumatic structure
    Material: ETFE foil + steel + steel cables + aluminium
    Covered Area: aprox. 1.000 sqm
    photos: 3dtex, Lonas Lorenzo



    The ETFE roof of the Shopping Mall “La Victoria” in Queretaro, Mexico, is our second project together with Lonas Lorenzo.

    For this project we have designed an oval steel ring which is covered with a PCV/PES layer to hide the steel structure. The big oval ring described by steel structure was designed to be covered with an ETFE material. In this way we have a designed a big ETFE Cushion of 30 m length, 24 m wide and 7.5 m high, being this by the moment, the biggest ETFE cushion in America.

    The big volume inside the steel ring it is put under pressure to give form to the outer ETFE surfaces, and to have the structure under working tension. The steel ring structure, covering aprox. 1.000 sqm wil be held in 4 points, making the idea of levitating of the project possible.

  • Engineers Asociation – Santiago, Chile (2007)

    Engineers Asociation – Santiago, Chile (2007)

    Project data

    Design: desmontables + z3rch
    Engineering + Detailing: z3rch
    Structure: Flying mast structure
    Material: Ferrari PVC/PES membrane, steel + steel cables
    Covered Area: 140 sqm
    photos: desmontables + draft

  • 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.

  • 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.

  • 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

  • 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