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Adolfo Suarez Airport. T4S Building
Madrid, Spain
Architecte Richard Rogers & Estudio Lamela
Typologie Airports
Date Février, 2006
Maîtrise d'ouvrage AENA
Constructeur UTE Satelite dragados obras y proyectos – ohl
The 70,000 m2 occupied by the Satellite Building of the new terminal of Barajas Airport are distributed between a central zone of 144,00 x 180,00 m on plan and two lateral dike-like constructions of 396,00 x 54,00 m. Depending on the area, these dike-like constructions have up to three underground levels and two over ground ones. A distinctive feature of one of these dike-like constructions is its resting on the tunnel of the M-111 motorway.

Mainly, a grid of columns of 9,00 x 18,00 m has been used to build an alignment of frames of 18,00 m span and 72,00 length. The circular cross section columns of the frames are of 0,80 to 1,20 m diameter and the post-tensioned girders of 1,80 m width and 0,80 or 0,90 m depths, with two tendons with 15 strands of 0,6” each . To supply the frames of 72,00 m with enough continuity in order to reach almost 1,000 m in the area of the dike-like constructions, joints are located at 1/5 of the span and dowels of great load-bearing capacity and horizontal displacement were used which had been especially tested for this purpose.
Pro
Taking into account the more than 40 km of pre-stressed post-tensioned girders that had to be built, the construction system has been the following: concrete casting of the beam on moveable scaffolding, removal of scaffolding and translation of the formwork with the beam, not yet pre-stressed, acting as a normal reinforced element, threading of the strands and pre-stressing, mounting of the hollow core slabs and concrete casting of the upper deck on them.
The 70,000 m2 occupied by the Satellite Building of the new terminal of Barajas Airport are distributed between a central zone of 144,00 x 180,00 m on plan and two lateral dike-like constructions of 396,00 x 54,00 m. Depending on the area, these dike-like constructions have up to three underground levels and two over ground ones. A distinctive feature of one of these dike-like constructions is its resting on the tunnel of the M-111 motorway.

Mainly, a grid of columns of 9,00 x 18,00 m has been used to build an alignment of frames of 18,00 m span and 72,00 length. The circular cross section columns of the frames are of 0,80 to 1,20 m diameter and the post-tensioned girders of 1,80 m width and 0,80 or 0,90 m depths, with two tendons with 15 strands of 0,6” each . To supply the frames of 72,00 m with enough continuity in order to reach almost 1,000 m in the area of the dike-like constructions, joints are located at 1/5 of the span and dowels of great load-bearing capacity and horizontal displacement were used which had been especially tested for this purpose.
Taking into account the more than 40 km of pre-stressed post-tensioned girders that had to be built, the construction system has been the following: concrete casting of the beam on moveable scaffolding, removal of scaffolding and translation of the formwork with the beam, not yet pre-stressed, acting as a normal reinforced element, threading of the strands and pre-stressing, mounting of the hollow core slabs and concrete casting of the upper deck on them.
Adolfo Suarez Airport. T4S Building
Madrid, Spain
Architecte Richard Rogers & Estudio Lamela
Typologie Airports
Date Février, 2006
Maîtrise d'ouvrage AENA
Constructeur UTE Satelite dragados obras y proyectos – ohl
Mission Detailed design and construction support
The 70,000 m2 occupied by the Satellite Building of the new terminal of Barajas Airport are distributed between a central zone of 144,00 x 180,00 m on plan and two lateral dike-like constructions of 396,00 x 54,00 m. Depending on the area, these dike-like constructions have up to three underground levels and two over ground ones. A distinctive feature of one of these dike-like constructions is its resting on the tunnel of the M-111 motorway.

Mainly, a grid of columns of 9,00 x 18,00 m has been used to build an alignment of frames of 18,00 m span and 72,00 length. The circular cross section columns of the frames are of 0,80 to 1,20 m diameter and the post-tensioned girders of 1,80 m width and 0,80 or 0,90 m depths, with two tendons with 15 strands of 0,6” each . To supply the frames of 72,00 m with enough continuity in order to reach almost 1,000 m in the area of the dike-like constructions, joints are located at 1/5 of the span and dowels of great load-bearing capacity and horizontal displacement were used which had been especially tested for this purpose.

Taking into account the more than 40 km of pre-stressed post-tensioned girders that had to be built, the construction system has been the following: concrete casting of the beam on moveable scaffolding, removal of scaffolding and translation of the formwork with the beam, not yet pre-stressed, acting as a normal reinforced element, threading of the strands and pre-stressing, mounting of the hollow core slabs and concrete casting of the upper deck on them.
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