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Home / Solutions / Self-supporting multilayer roofing

Self-supporting multilayer roofing

Croquis sistema cubierta multicapa - esquema

The self-supporting multi-layer industrial roof is made up of several ribbed profiles, with the inner support profile fixed directly on the main structure, without the need for a secondary structure.

The self-supporting multi-layer industrial roof is made up of a corrugated outer covering profile, which acts as a sealing element, and a corrugated profile or inner support tray that performs the resistant function. Both profiles are fixed to each other using the separator profile, which maintains the necessary distance to accommodate the insulation and vapor barrier. Its main function is to provide a watertight closure in constructions that require thermal conditioning of the interior.

The corrugated profile of the exterior cladding will meet the mechanical requirements specified in the project and will also guarantee the watertightness of the roof. The interior self-supporting ribbed profile will mainly comply with the mechanical requirements specified in the project. This interior support profile will be installed on the main structural structure, which is generally composed of metal, concrete or wooden frames. The main advantage of this system is the elimination of the secondary structure or purlins, since the support profile can reach spans of up to 10 meters between supports, as is the case of the INCO 155.3 profile. By dispensing with the secondary structure, the installation performance of the deck roofi is considerably improved. Furthermore, this support profile serves as both a working platform and a bracing element for the structure.

In those rooms where it is necessary to improve acoustic comfort, solutions can be used with the micro-perforated interior support trapezoidal profile, to increase the acoustic absorption of the deck roof. These perforations can be made in the webs of the profile in profiles with a large depth, or throughout its surface in profiles with a reduced depth. Typically, drilling of type R5T8 is used for perforations in the webs and type R3T6 for perforations throughout the surface.

Minimum Slopes

The simple roof must have a minimum slope towards the water evacuation elements greater than that specified in the CTE DB HS Health. Table 2.10 Inclined roof slopes, depending on the profile depth of each profile.

Said table adapted to the exterior cladding profiles manufactured by Incoperfil would be the following:

PROFILE TYPE MINIMUM SLOPE
INCO 30.4 Trapezoidal 10%
INCO 30.5 Trapezoidal 10%
INCO 44.4 Trapezoidal 8%
INCO 44.6 Wavy 10%
INCO 70.4 Trapezoidal 5%

Slopes on inclined roofs with galvanized profiles according to CTE DB HS Health.

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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.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
Características de la edificación
Cargas de solicitación de la fachada industrial
(1) Para los tramos del perfil de fachada con 2, 3, 4 o más apoyos, indique las mayores distancias entre apoyos que se presentan en su proyecto.
Tipo de ambiente
Documentación adjunta
Comentarios adicionales
Datos de contacto
Datos de proyecto
Building characteristics
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.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
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.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
Building characteristics
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) Indicate the obstructed area under the canopy in m² in relation to the total area of ​​the front or side facade (transverse or longitudinal) to determine 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
Additional comments
Contact information
Project data
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