ANÁLISIS DE LA ARQUITECTURA

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José Ramón San Segundo Mora
hace 7 años
Vistas:

1 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 1

2 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 2

3 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 3

4 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 4

5 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 5

6 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 6

7 3.16 Framing. A B C D DIP 20 and DIP 22 steel columns. The structure of the U-shaped block is a composite steel and concrete replication of the Classical form of the older building, containing what are rather small spans. DIP 20 steel column hidden in courtroom wall. Steel beam encased in concrete supporting slab. The structure of the link uses freestanding columns, longer-span elements, and a minimum of material to minimize the mass of this part of the building. The railings are solid on the three sides facing the exterior and open toward the courtyard. Glass-enclosed elevator. Existing courthouse and courtyard. E F G Courtyard curtain wall (see figure 3.20) 3.17 Wall section. A B C D E F G H I J Brick masonry wall with stucco facing and copper flashing at base. Double composite steel and concrete floor with filling. Heating pipes in ceiling. These heat the entire surface of the ceiling, which then radiates the heat into the space. Dimmel 72 steel beam encased in concrete with cork insulation on inner face, framing into column. Steel T lintels to support masonry over opening. Oak window frame with teak sash. Double windows are used to minimize heat loss. Oak floor on concrete composite slab with filling. Steel column encased in concrete and faced with plaster. While not exposed, the structure is described by the stucco facing. Pedestal. This serves no functional purpose except to recall the pedestals of the older building. Granite base on concrete wall. This creates a base suggestive of but not identical to the base of the older building. CURSO GRUPO M Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 7

8 3.19 Structure of link at upper floor. A Double concrete slab with filling. Most of Asplund's slabs consist of two layers of concrete separated by a lighter filling. Since the top and bottom of the slab take most of the load, this creates a thicker slab while reducing its weight. B Steel beams encased in concrete, tapered toward the edge to coincide with bending moments. C Steel purlin framing into beam. While the major beams are exposed, the small ones are not. D Steel beam at edge with insulation on exterior face. E Steel column encased in concrete. As in the Bredenberg store, the concrete is carved away to reveal the steel profile, but here the concrete is much thinner. F Steel-reinforced teak curtain wall. See figure CURSO GRUPO M Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 8

9 3.20 Curtain wall details. A 6-8 mm plate glass. B Typical maple or oak mullion. C Steel reinforcement with 2 mm cork wrapping to allow a smaller profile of mullion and thus maintain transparency. D Exterior trim and glazing bead. Oak is not typically used on the exterior with a clear finish. This window has been rebuilt to accommodate double glazing. E Anchor to tie window mullion to concrete. F Masonry wall and plaster finish. G Oak sill sloped to drain water from condensation. H Oak floor on concrete slab with steel bulb T reinforcing. I Window flashing to drain water away from the horizontal joint at the base. J Waterproof membrane to intercept the water that penetrates the floor boards. K Wood slat floor at balcony. The open joints allow water to drain Section of elevator cage door at ground floor. A Sliding glass window at porter's off ice. B 6-8 mm plate glass. C 5.5 cm galvanized steel tube painted white. All structural members of the cage are of the some cross section, regardless of the very different structural loads. D Nickel-plated glazing bead and frame. E Door jamb of 5.5 cm tube. F Elevator door frame of 5.5 cm tube. G Track for sliding window. H Horizontal 5.5 cm tube supporting counter. I Ash-veneered wood panel. J Wood counter with 8 mm nickelclad support rods. CURSO GRUPO M Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 9

10 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 10

11 Documentación gráfica Ampliación para Juzgados del Ayuntamiento de Gotemburgo. Hoja 11

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