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Home / Projects / Comprehensive renovation of the TECELEC headquarters in Laguna del Duero (Valladolid) – Spain
renovación en poligono los hoyales con perfil INCO 70.4 Colaborante - empresa TECELEC

Comprehensive renovation of the TECELEC headquarters in Laguna del Duero (Valladolid) – Spain

Building type: Almacén/Nave industrial

Country: España

Province: Valladolid

Year of construction: 2018

Architecture: Oscar M. Ares Álvarez

Photography: Jesús J. Ruiz Alonso

Amount: 3.500 m2

Costumer: TECELEC

Work: Rehabilitation of TECELEC industrial warehouse

Finish: Galvanised steel

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TECELEC, a company specialising in automation solutions for industry, has carried out a comprehensive renovation of its production centre.

The office of architect Óscar Miguel Ares was in charge of updating these industrial facilities without modifying their use or buildability. The objective was to rehabilitate an old, outdated industrial warehouse, adapting it to the new needs of space, light and ventilation, transforming it into a more open and bright environment.

The original facade, made of sandwich panels and brick, is replaced by translucent materials such as glass, polycarbonate and the INCO 44.6 Corrugated perforated profile, allowing natural light to enter multiple areas of the building and improving working conditions. In the offices, the structure and the floors are exposed, showing the industrial character of the intervention, and the traditional partition walls are replaced by glass, visually connecting the administrative areas with the production spaces. All the floors are resolved with the INCO 70.4 Colaborante profile, capable of covering spans of up to 4 meters without shoring.

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Building characteristics
Industrial roof application loads
(1) For sections of the roof profile with 2, 3, 4 or more supports, indicate the greatest distances between supports that appear in your project.
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Application loads for the industrial facade
(1) For sections of the façade profile with 2, 3, 4 or more supports, indicate the greatest distances between supports that are presented in your project.
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Deck loads
(1) For sections of the roof profile with 2, 3, 4 or more supports, indicate the greatest distances between supports that appear in your project.
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Structure features
Composite slab characteristics
(1) For the sections of the composite slab with 2, 3, 4 or more supports, indicate the greatest distances between supports that appear in your project. Span length < 5,00 m.
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Characteristics of the facade
Roof typology

(1) Indicate the length of the span of the arch, which is the greatest horizontal distance between the supports of the curved roofing.

(2) Plan-view dimension representing the full length of the curved roof measured perpendicular to the arch span.

(3) Specify the obstructed area under the canopy, in square meters, as a proportion of the total area of the front or side (transverse or longitudinal) façade, in order to calculate the obstruction factor. If it is a closed construction or there is no obstruction area, indicate 0 m².

Environment characteristics
Type of environment
Attached documentation
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Project data