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Composite floor deck

Croquis sistema forjado colaborante - esquema

The composite flooring profile uses a trapezoidal profile that acts as formwork and works together with the concrete.

The composite slab system is made up of a galvanized metal composite floor deck that serves as formwork for a concrete slab executed in situ. Once the concrete has reached the characteristic strength of the project, the ribbed profile and the concrete slab work together.

During the formwork phase, the profile supports the loads of execution and pouring of the concrete. In the mixed phase, the profile collaborates with the concrete through specific embossing, acting as positive reinforcement and forming a mixed cross section. It is for this reason that the composite floor deck is also known as a composite or mixed slab.

Using this solution, light slabs can be made, with a self-weight of less than 2 kN/m², through an agile and simple execution procedure, especially in those slabs that do not require shoring. In those cases in which shoring is not an impediment, greater separations between the support beams of the slab can be achieved.

The main advantages of composite slabs are:

  • Versatility: Adapts to any type of plant, offering flexibility in architectural design.
  • Strength/Weight Ratio: Provides greater resistance with a lower own weight, which allows reducing the overall weight of the structure. This is possible thanks to a minimum slab depth of 120 mm.
  • Speed ​​of installation: The elimination of shoring allows the concreting of more than one floor simultaneously, considerably reducing the execution time.
  • Cost Reduction: A reduction in labor costs is achieved by avoiding shoring and in materials, by using a smaller volume of concrete. This implies a reduction in the weight of the structure and waste.

In addition to the main advantages, the composite slab offers additional benefits, such as the simplicity of the construction process, the ease of assembly and cleaning on site, its function as formwork providing a safe platform to work on, and its contribution to structural bracing, thus improving its functionality and efficiency in construction.

Featured Products

  • Maximizes clearance between floors
  • Unpropped up to 4 m
  • Thickness: 0,75 – 1,2 mm
  • Slab depth from 110 mm
  • Up to 2.000 m² / transport
  • Light and strong
  • Unpropped up to 5 m
  • Thickness: 0,75 – 1,2 mm
  • Slab depth from 140 mm
  • Up to 1.600 m² / transport
  • Robustness and acoustic comfort
  • Fire resistance and composite beams
  • Thicknesses: 0,75 mm – 1,2 mm
  • Total slab thickness from 140 mm
  • Up to 1.600 m² / transport

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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
Building characteristics
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.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
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) 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
Additional comments
Contact information
Project data