Structural strengthening · System 01

Carbon Fiber Laminate

A laminate-based strengthening system that increases the load capacity of structural members without enlarging the cross-section; light compared with steel and immune to corrosion.

Why carbon laminate

Growing the capacity without growing the section.

Traditional strengthening methods usually require section enlargement, adding new concrete and reinforcement around the member. That approach is effective, but it adds weight to the structure, reduces floor height and usable space, and takes long to apply. Carbon fiber laminate reaches the same goal by a more elegant route: thin, extremely strong strips bonded to the member’s tension zone increase the load capacity while leaving the cross-section virtually unchanged.

Laminate application may look like a bonding job, but at its core it is engineering. The strengthening design defines where each strip goes, in which direction and at what length; the surface preparation and the conditions under which the adhesive is applied directly affect the system’s service life. We carry out our applications with this awareness, under engineering supervision and with every step recorded.

What sets this system apart
  • The section is preserved: Capacity increases with no loss of floor height or usable space.
  • A lightweight intervention: Strengthening with no significant added load on the structure.
  • Immune to corrosion: Carbon fiber does not rust; the system’s life is independent of steel plates.
  • Fast application: A zoned, planned intervention without long shutdowns.
Where it is used

On members where tensile capacity is needed.

The laminate works in the member’s tension zone; the right member and the right direction are defined by the design.

Member 01

Beam strengthening

Reinforced concrete beams whose flexural capacity is to be increased.

Beams · Flexure
Beam strengthening
Member 02

Slab strengthening

Slabs with increased service loads or challenged spans.

Slabs · Spans
Slab strengthening
Member 03

Opening perimeters

The perimeters of service and stair openings cut later.

Openings · Edges
Opening perimeters
Member 04

Cantilever members

Capacity increase for balconies and cantilever beams.

Cantilevers · Balconies
Cantilever members
Member 05

Change of use

Building sections whose function changes and loads increase.

Increased loads
Change of use
Member 06

Post-damage repair

Restoring capacity together with the repair.

Repairs · Reinforcement
Post-damage repair
Application discipline

The four conditions for touching the structure.

Every intervention on the structural system follows the same discipline: diagnosis, design, supervised application and complete records.

01

Diagnosis and design

The existing condition is documented; the intervention is limited to the scope and detail defined by the strengthening design.

02

Surface and member preparation

The application surface is brought to the condition the design requires; the preparation defines the system’s life.

03

Supervised application

The application is carried out under civil engineering supervision, adhering to the manufacturer’s system approvals.

04

Records and handover

Every stage is documented; the work is handed over with a traceable application file.

Protective layerCarbon fiber laminateEpoxy adhesivePrepared surfaceExisting reinforced concrete member
Representative application cross-section · layer sequence
System cross-section

A thin strip, a great duty.

The laminate is bonded to the member’s tension face with a high-performance epoxy adhesive; the system’s strength comes from the quality of that bond.

  • Protective layerThe layer protecting the laminate from external effects and, where required, from fire.
  • Carbon fiber laminateTaking up the tensile force, its dimensions set by the design: the strip.
  • Epoxy adhesiveThe bond providing force transfer between laminate and member.
  • Prepared surfaceThe surface mechanically cleaned and brought to the design condition.
  • Existing reinforced concrete memberThe strengthened structural member, its condition established beforehand.
System options

As the design requires.

The laminate’s section, length and layout are defined by the design; the application form is adapted to the member’s condition.

01

Surface bonding

The standard method, applied to the member’s tension face.

Standard
02

Near-surface mounting

A protected application, set into a slot cut in the surface.

Protected
03

Angled layout

Angled placement in shear zones, according to the design.

Shear reinforcement
04

Combined with fabric

Combined with carbon fabric where confinement is required.

Combined
Key properties

What is expected of carbon laminate.

High tensile strength

Carries great forces in a thin section.

Section preservation

No loss of floor height or space.

Corrosion immunity

No service-life loss to rusting.

Fast application

Operational downtime is kept to a minimum.

Fidelity to the design

Layout and dimensions never deviate from the design.

Traceable records

Every stage is documented at handover.

Scope of intervention

The scope is defined by the design, not by assumption.

The classification below is indicative only. The final scope is defined by the condition survey and the strengthening design.

Single memberszonal reinforcement
Member groupsby floor or by axis
Whole structurescomprehensive strengthening

Technical documents for members

Technical data sheets, safety data sheets and application specifications are available in the membership area open to corporate clients, architects and engineers. Access is free with membership.

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Direct contact

Let’s give your members an elegant strength.

Do you have a strengthening design in hand, or would you like to assess the existing condition? Let’s define the scope together.

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