dario_mereles_5_7471.jpg
Golf Paraguayan Asociation
Luque, Paraguay
Architecte Javier Corvalán, Arnaldo Acosta
Typologie Art
Date Septembre, 2014
Maîtrise d'ouvrage APG
The roof of the APG Paraguay building is designed to be used as a golf driving. Due to this, the cover is flat with a 2.5m-high terrace.

Due to the architecture of the building, where the arrangement of pillars has been minimized, the main structure of the roof must be formed by a pair of twin beams, each supported on two pillars, on which the floor is made of a slab and transversal beams.

The separation between axes of beams is of 6.60 and its total length of 77.70m, being the external dimensions of this cover are 77.70 x 7.26m. The distribution of spans is the following 22.60 (cantilever) + 47.70 (central span between pillars) + 7.40 (cantilever). The support of the beams on pillars is produced by means of neoprene supports.
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© Dario Mereles
The roof of the APG Paraguay building is designed to be used as a golf driving. Due to this, the cover is flat with a 2.5m-high terrace.

Due to the architecture of the building, where the arrangement of pillars has been minimized, the main structure of the roof must be formed by a pair of twin beams, each supported on two pillars, on which the floor is made of a slab and transversal beams.
The separation between axes of beams is of 6.60 and its total length of 77.70m, being the external dimensions of this cover are 77.70 x 7.26m. The distribution of spans is the following 22.60 (cantilever) + 47.70 (central span between pillars) + 7.40 (cantilever). The support of the beams on pillars is produced by means of neoprene supports.
© Dario Mereles
Golf Paraguayan Asociation
Luque, Paraguay
Architecte Javier Corvalán, Arnaldo Acosta
Typologie Art
Date Septembre, 2014
Maîtrise d'ouvrage APG
The roof of the APG Paraguay building is designed to be used as a golf driving. Due to this, the cover is flat with a 2.5m-high terrace.

Due to the architecture of the building, where the arrangement of pillars has been minimized, the main structure of the roof must be formed by a pair of twin beams, each supported on two pillars, on which the floor is made of a slab and transversal beams.

The separation between axes of beams is of 6.60 and its total length of 77.70m, being the external dimensions of this cover are 77.70 x 7.26m. The distribution of spans is the following 22.60 (cantilever) + 47.70 (central span between pillars) + 7.40 (cantilever). The support of the beams on pillars is produced by means of neoprene supports.
© Dario Mereles
compo1_7472.jpg © Dario Mereles
compo2_7473.jpg © Javier Corvalán
compo3_7474.jpg
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