C-MESH 84/84

Bidirectional 84+84 g/m² carbon mesh for
FRCM strengthening system with inorganic matrix

C-Mesh 84/84 is an FRCM structural strengthening system with bi-directional carbon mesh and stabilized inorganic matrix for reinforced masonry constructions. The increased weight of carbon makes it suitable for applications on masonry such as wraps or shear or bending reinforcements. This   rengthening system does not use epoxy resins and its performance equals
that of traditional FRPs with carbon fibers and epoxy binder.

spec2

Fire
resistant

spec9

Compatible
with masonry

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-8484-l2-ruregold.com

COMPONENTS OF THE SYSTEM:

C-MESH 84/84

Bidirectional mesh in 84 g/m² carbon
fiber in warp and 84 g/m² in weft available
in the following height:

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

MX-C 25 Masonry

Stabilized inorganic matrix specific
for applications on masonry supports
(in compliance with the EN 998-2
Standard).

frcm-c-mesh-8484-masonry-l2

PROPERTIES OF THE SYSTEM

  • Increases the shear strength of masonry panels,
    the bearing capacity of columns and pillars, and the
    elimination of the formation of hinges on arches
    and vaults, favoring the redistribution of tensions
    within the structure.
  • 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).
  • Mantains the normal breathability of the substrate
    and excludes the formation of superficial
    condensation, a possible source of deterioration for
    the wall decorations present.
frcm-carbon-vaults-reinforcement-mesh-8484-l2-ruregold.com

FIELDS OF APPLICATION

  • Consolidation of vaults.
  • Shear and bending reinforcement of masonry with
    respect to the actions in and out of the plane.
  • Wraps around slabs between floors and on corner
    joints of wall bays.
  • Seismic retrofitting.
  • Increase the resistance to simple bending or combined
    compressive and bending stress of columns and
    beams.
  • Replacement of the traditional reinforced slab with
    glass or electro-welded steel mesh.
  • Improvement of the ductility of the joints between
    beams and columns through wrapping.
frcm-carbon-anti-seismic-reinforcement-mesh-8484-l2-ruregold.com

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