photovoltaic pergola in the forum 2004 barcelona
DESCRIPTION
PHOTOVOLTAIC PERGOLA IN THE FORUM 2004 BARCELONATRANSCRIPT
PHOTOVOLTAIC PERGOLA IN THE FORUM 2004
CONSTRUCTION PROJECT AND TECHNICAL ASSISTANCE TO THE
CONSTRUCTION MANAGEMENT
Barcelona, 2002-2003
• Images of the pergola under construction.
• General view of the finished structure.
The urban actions of the Forum 2004
were to include a photovoltaic plant of
4,600 m2 capable of generating 1.3 MW
of electrical energy. The supporting
structure, with a maximum height of
almost 52 m, had to allow the orientation
of the surface southwards with an
inclination of 30º, in addition to providing
a large area of shade on the esplanade
of the Forum and the Marina.
The design, developed by architects
Elías Torres and José Antonio Martínez
Lapeña jointly with Esteyco, consisted of
a large metal pergola located at the
southwest end of the esplanade above
the Sailing School. Four planes of
concrete with heights of between 22 and
45 m rise from the roof of the School and
act as a pedestal. The combination of
concrete and steel made it possible to
meet the functional requisites of the plant
and the architectural factors of a
structure of such importance and
symbolism in an outstanding space like
the Forum.
The great complexity of these elements,
the tight deadline for carrying out the
work and the importance of the
topographic and technical coordination
increased the importance of the
construction process. The concrete
“legs” were built independently from the
rest of the structure, using a climbing
formwork that made it possible to work at
four independent sites with great speed.
It was decided to raise the completed
metal beams after welding them on the
ground, with a combination of an 800 t
crane and a 500 t for crane for each
main beam. The greatest difficulty of the
process consisted in aligning a 112 m
long beam weighing 260 t with 25 bolts
embedded in the concrete, with
tolerances of 20 mm and with the
inclinations and geometric complexity of
this structure. When the metal structure
had been completed, the concrete and
the steel were “stitched” using
prestressed bars from the inside of the
boxes.