Children's Hospital, teaching and research building
Zurich, Switzerland
Competition 1st prize 2011-2012
Project 2014-
Commencement 12/2018
Completion of building shell 12/2020
Opening 2.11.2024
Zurich, Switzerland
Competition 1st prize 2011-2012
Project 2014-
Commencement 12/2018
Completion of building shell 12/2020
Opening 2.11.2024
Kinderspital Zürich – Eleonorenstiftung, Zurich, Switzerland
ARGE KISPI
Herzog & de Meuron / Gruner AG
Konstantinos Adamakos, Emil Araktsijev, Taylan Beyaşahin, Giancarlo Casutt, Enrico Cristini, Damian Dängeli, Heike Egli-Erhart, Meran Hassan, Flavia Hofmeier, Johanna Hohenwarter, Tobias Huber, Yannik Jaggi, Antje Käser-Wassmer, Luis Looser, Franck Mahler, Dimitrios Mamadas, Jonathan Mazzotta, Kata Aletta Orbán, Carlos Pacheco, Jacqueline Pauli, Fabio Pesavento, Roberto Plaza, Susanna Quaresma, Patrick Raulf, Nico Ros, Christian Rudin, Dario Ruff, Remo Thalmann, Kay Unterer, Sander van Baalen, Robert Vögtlin, Christoph Wallhorn, André Weis
The new building for Zurich Children’s Hospital in Lengg, Zurich, encompasses two parcels with the new acute-care hospital located on the southern plot, while the teaching and research building is on the northern plot.
The teachung and research building is a compact stand-alone construction with a floor area of 16,100 m², in which rooms for university teaching and research, as well as clinical diagnostics laboratories, are stacked on top of each other: lecture halls, seminar rooms, a study centre and laboratories. Beneath this cylindrical building, there are a lecture hall and two seminar rooms, which movable partition walls enable to be joined together as one large room for up to 1,200 people. A large round opening connects this room with the open-plan student work areas, media centre and classrooms that are all situated above it. On the five upper floors, laboratories and offices are arranged along the facade in closed rooms, while open-plan work areas for doctoral students and laboratory staff surround the central atrium.
The building’s load-bearing structure consists of a reinforced-concrete skeleton with flat slabs, resting on columns and load-bearing walls in the core areas (lift and building-services shafts). Round prefabricated columns of spun concrete with a diameter of 35 cm (40 cm on the underground floors) are provided in the interior. In the facade layer, steel columns are planned (S355 rolled-steel sections). The seamless balconies, made of reinforced concrete, rest on rigid projecting steel beams that join onto the facade columns. In order to minimise secondary bending of the balcony, plain bearings are positioned between the steel beams and the balcony slab.
To make the representative lecture halls on the ground floor free of columns, local solid steel-concrete composite beams are provided, to support the column loads from the upper floors. The building is horizontally braced by the two reinforced-concrete cores of the lift and building-services shafts, which have wall thicknesses of 35 cm and are installed on the two underground floors.
As the ground is susceptible to subsidence and only has moderate load-bearing capacity, the construction has a foundation of bored piles. Although the building does not sit in groundwater, it is possible that seepage water, and water from the slope, may accumulate at times. In order to hinder the building’s buoyant force, the bored piles also act as tension piles. Due to the high water pressure, the foundation slabs are realised with thicknesses of 80 cm on the 2nd underground floor and 60 cm on the 1st underground floor.