cajabadajoz01_6283.jpg
Badajoz Savings Bank Tower
Badajoz, Spain
Architecte Estudio Lamela & Hok
Typologie Tall Buildings
Date Octobre, 2010
Maîtrise d'ouvrage Grupo Ibercaja
The new Caja de Badajoz headquarters is considered to be an emblematic building and is divided into two parts: an office block and a plinth area which houses an auditorium and complementary office spaces.

The tower structure is composed of two concrete cores which support the transition beams upon which the tower columns begin. This has obtained a completely open spaced floor which offers great formal interest. The tower’s slabs are post-stressed grid slabs with 4.70m cantilevers, which rest upon the cores and on 4 columns.

The access area to the plinth is located in a 16.0m cantilever, which is created employing steel trusswork. The rest of the structure is solved with concrete solid slabs, columns and walls.
Pro
© Estudio Lamela
The new Caja de Badajoz headquarters is considered to be an emblematic building and is divided into two parts: an office block and a plinth area which houses an auditorium and complementary office spaces.

The tower structure is composed of two concrete cores which support the transition beams upon which the tower columns begin. This has obtained a completely open spaced floor which offers great formal interest. The tower’s slabs are post-stressed grid slabs with 4.70m cantilevers, which rest upon the cores and on 4 columns.
The access area to the plinth is located in a 16.0m cantilever, which is created employing steel trusswork. The rest of the structure is solved with concrete solid slabs, columns and walls.
© Estudio Lamela
Badajoz Savings Bank Tower
Badajoz, Spain
Architecte Estudio Lamela & Hok
Typologie Tall Buildings
Date Octobre, 2010
Maîtrise d'ouvrage Grupo Ibercaja
Mission Detailed design and construction support
The new Caja de Badajoz headquarters is considered to be an emblematic building and is divided into two parts: an office block and a plinth area which houses an auditorium and complementary office spaces.

The tower structure is composed of two concrete cores which support the transition beams upon which the tower columns begin. This has obtained a completely open spaced floor which offers great formal interest. The tower’s slabs are post-stressed grid slabs with 4.70m cantilevers, which rest upon the cores and on 4 columns.

The access area to the plinth is located in a 16.0m cantilever, which is created employing steel trusswork. The rest of the structure is solved with concrete solid slabs, columns and walls.
© Estudio Lamela
cajabadajoz02_6284.jpg © Estudio Lamela
compo1_6285.jpg
compo12_6286.jpg
compo3_6287.jpg © Estudio Lamela / Hok
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