Obras » Santo Tomás Professional Institute – Second Stage

Educational, Infrastructure

Santo Tomás Professional Institute – Second Stage

Location:
San Joaquín, Santiago
Date:
First Stage 2010-2013, Second Stage 2013-2014
Area:
Second Stage: 10.288,3 m² (in development), Total: 18.395,14 m²
Status:
project
Architects: Enrique Browne and Tomás Swett; Collaborating Architects: Tadea de Ipiña, Alejandro Armstrong, Josefina del Río, Gonzalo De la Parra, Gabriel Diaz.
Client: CFT-IP Santo Tomás
Structural Engineers: R.G. Ingenieros Asociados LTDA

The plot is located in a corner of the busy Vicuña Mackenna Avenue, on which an elevated metro runs. Located in front of the site is the largest Campus of one of the most important universities in the country. Its main access is on the diagonal to the site of the Santo Tomás Professional Institute. Another important issue is the oppressive presence of a metro station. The only visual relief occurs at the corner of the site, exactly on the mentioned diagonal. It was thus decided to access the Institute on that axis.

The disorderly neighbourhood didn’t give any kind of indications for a general scheme. The decision was to separate the new building from the chaotic surroundings, creating a green perimeter embankment, which is walk-able. Below the embankment there would be classrooms facing inwards. The embankment is only discontinued by the main access.

As a general scheme, a “hand” with “fingers”, creating open patios that enable the buildings to receive a sun. The “fingers” help to divide the construction into different phases in time. Between the buildings that face the diagonal, a long trellised entrance with climbing plants (ampelopsisis produced.

The “fingers” converge at an ample and varied central hall of 4 levels, surrounded and crossed by ramps and sitting areas. Along with the large patio, this will be the centre activities, especially during winter. This space has varied circulations and natural lighting devices. It can be easily intervened using audiovisual devices.

The “finger” structure is defined by a mix between economy and flexibility. Its exterior longitudinal facades work as solid walls, being held rigid with steel “Xs” with T-sections. Transversally, at every set distance, the volumes are crossed completely (in all their height) with concrete walls.  All of this allows for an excellent bracing against horizontal structural charges, as well as flexibility in terms of locating the corridors in any of the volume´s longitudinal sides. The built price per m2 is quite inexpensive.

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  • Interior Courtyard View

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  • 2nd Underground Level

    2. Parking / 3. Cellars

  • 1st Underground Level

    5. Classrooms and Workshops / 6. Central Courtyard / 7. Dining Hall

  • 1st Level

    5. Classrooms and Workshops / 6. Central Courtyard / 7. Administrative Areas

  • 2nd Level

    5. Classrooms and Workshops / 13. Terraces

  • 3th Level

    5. Classrooms and Workshops

  • 4th Level

    5. Classrooms and Workshops

  • 5th Level

    5. Classrooms and Workshops

  • Transversal Section

  • Longitudinal Section

  • Longitudinal Section