C-MESH 182

Unidirectional 182 g/m² carbon fiber for FRCM strengthening system with inorganic matrix

C-Mesh 182 is a FRCM structural strengthening system with unidirectional carbon mesh and stabilized inorganic matrix for reinforced  oncrete constructions. The increased weight of carbon makes it suitable for applications on concrete such as wraps or shear or bending reinforcements. This strengthening system does not use epoxy resins and its performance equals that of traditional FRPs with carbon fibers and epoxy binder.

spec2

Fire
resistant

spec4

Non-toxic
matrix

spec3

Vapor
permeable

spec6

Resistant to
freeze/thaw
cycles

applicabilità su supporti umidi: il legante impiegato è di
tipo idraulico e quindi non teme la presenza di umidità;

Wet
supports

spec7

Easy
to install

frcm-carbon-strengthening-system-mesh-182-l2-ruregold.com

COMPONENTS OF THE SYSTEM:

C-MESH 182

182 g/m² unidirectional carbon fiber mesh available in the following heights:

  • 25 cm (roll length equal to 15 m).

MX-C 50 Concrete

Stabilized inorganic matrix specific
for applications on concrete supports
(in compliance with the EN 1504-3
Standard).

frcm-c-mesh-182-concrete-l2-ruregold.com

PROPERTIES OF THE SYSTEM

  • Increased resistance to simple bending, shear,
    and combined compressive and bending stress of
    columns and beams, increased ductility of the joints
    between beams and columns, and increased
    resistance in the beam-column joints.
  • Significant increase in the ductility of the reinforced
    structural element, high energy dissipation capacity
    and high reliability of the system, even if subjected
    to cyclical overloads (e.g., earthquake).
frcm-carbon-columns-reinforcement-mesh-182-l2-ruregold.com

FIELDS OF APPLICATION

  • Shear and bending reinforcement of concrete beams.
  • Reinforcement of normal and pre-stressed reinforced
    concrete structures to bending, shear, and torsion.
  • Confinement of columns subject to bending and
    compression with small and large eccentricity.
  • Increase the resistance to simple bending or combined
    compressive and bending stress of columns and beams.
  • Improvement of the ductility of the joints between beams
    and columns by wrapping.
  • Increased strength of the beam-column node panels by
    arranging the fibers according to the tensile isostatics.
frcm-carbon-beams-reinforcement-mesh-182-l2-ruregold.com

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