BYBoard-1.4 CF is an extruded carbon laminate-designed Fiber Reinforced Polymer (CFRP) plate used to reinforce concrete, timber, and masonry structures through externally bonded reinforcement.
Description Of 1.4mm BYBoard-1.4 CF S Prestressed Carbon Fiber Reinforced Polymer (CFRP) Plate
BYBoard-1.4 CF is an extruded carbon laminate-designed Fiber Reinforced Polymer (CFRP) plate used to reinforce concrete, timber, and masonry structures through externally bonded reinforcement.
Product Advantages:
Lightweight:
Enables operation in confined spaces
Minimal impact on structural serviceability
Adds negligible weight to existing structures
High Strength & High Modulus:
Highly effective for flexural strengthening (as straight plates)
Shear strengthening via closed configurations: full wrapping, U-jacketing, and side bonding
Enhances ductility and strength of circular columns through lateral confinement
Repairs structural elements with complex geometries
Broad Applicability:
Bonds to surfaces of diverse structural components:
Beams, columns, ventilation ducts, pipelines, walls, etc.
Compatible with multiple structural systems:
Concrete, masonry, timber, steel, and hybrid structures
Corrosion Resistance:
Withstands acids, alkalis, and chemical erosion
Performs reliably in harsh environments
Long Service Life:
Suitable for long-term projects with extended deadlines
High-Temperature Resistance & Limited Creep:
Maintains performance under sustained high loads
Excellent seismic retrofitting system
Primary Application Areas:
Structural capacity upgrades for commercial building loads
Bridge traffic volume/weight increases
Installation of heavy equipment in industrial facilities
Elevated structural vibrations induced by operational changes
Deflection reduction in overloaded members
Stress mitigation for existing structural elements
Crack propagation inhibition or arrest
Column confinement to enhance ductility
Shear strengthening of vulnerable joints
Masonry wall reinforcement for improved out-of-plane behavior, bending, and in-plane shear strength
Beam/slab strengthening
Wall/column removal (load path redesign)
Slab segment removal for openings
Degraded construction materials
Rebar corrosion in concrete elements
Collision damage (e.g., vehicle impact)
Insufficient reinforcement detailing
Undersized structural members
Concrete strength failing to meet design specifications
The following displays the basic information of the fabric
| Item | Data | Tolerance |
| Thickness | 1.4 | ±0.05 |
| Width (mm) | 50/100 | ±1 |
| strength grade | Ⅰlevel | / |
| Fiber volume content (%) | ≥65 | |
| raw material | 12k carbon fiber | / |
The following displays the performance of raw materials
| Item | Standard | Testing Standards |
| Linear density (g/km) | 800±6 | GB/T 3362-2017 |
| Density (g/cm3) | 1.80±0.02 | B/T 30019-201 |
| Tensile strength (MPa) | ≥4900 | GB/T 3362-2017 |
| Tensile modulus of elasticity (GPa) | 220-260 | B/T 3362-2017 |
| Tensile elongation at break (%) | ≥1.8 | B/T 3362-2017 |
The following displays the physical properties
| Item | Standard | Testing Standards |
| strength grade | Ⅰlevel | GB 50728-2011 |
| Standard value of tensile strength (MPa) | ≥2400 | GB 50728-2011 |
| Tensile modulus of elasticity (GPa) | ≥160 | GB 50728-2011 |
| Elongation rate (%) | ≥1.6 | GB 50728-2011 |
| Interlayer shear strength (MPa) | ≥50 | GB 50728-2011 |
| Tensile bonding strength between fiber composite material and substrate (MPa) | For concrete and masonry substrates:>2.5, with cohesive failure of the substrate; For steel substrates:>3.5, and must not cause adhesive damage | GB 50728-2011 |
Customization Scope
Width
Thickness
Raw Materials
Pre Polishing
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