Product Category
Carbon fiber strips
Carbon fiber strips
High strength grade I
All performance indexes meet the requirement of high strength grade I carbon fiber strip
High straightness
After forming, it is straight and smooth, the curvature is less than one thousandth, and the strength of carbon fiber is fully exerted.
Various specifications
More than 20 kinds of carbon plate specifications, which can meet different reinforcement needs
Wide carbon plate
The substrate has low leveling requirements, high strength, and can be as wide as the beam, with good reinforcement effect and fast construction efficiency.
Random inspection
The product has Passed safety appraisal, environment-friendly and non-toxic testing and other stringent tests, and random inspections and type inspections can be conducted.
Conventional specifications: width: 50mm, 100mm; thickness: 1.2mm, 1.4mm
Supporting products: carbon board adhesive, repairing and leveling adhesive, sealant
Dry jet wet spinning carbon yarn
Automated manufacturing
| Performance Items | Material Grade | Performance Indexes | Performance Items | Material Grade | Performance Indexes |
| Tensile strength | Grade I | ≥2400MPa | Bending strength | Grade I | ≥65% |
| Grade II | ≥2000MPa | Grade II | ≥55% | ||
| Elastic Modulus | Grade I | ≥160GPa | Shear strength between layers | Grade I | ≥50GPa |
| Grade II | ≥140GPa | Grade II | ≥40MPa | ||
| Elongation | Grade I | ≥1.6% | |||
| Grade II | ≥1.4% | ||||
| Positive tension bonding strength between fiber composite material and base material | For concrete and masonry substrates: ≥2.5MPa, and it is the cohesive failure of the substrate; for steel substrates: ≥3.5MPa, and it must not be adhesion failure | ||||
| Pass the test of resistance to damp and heat aging; pass the long-term stress resistance test | |||||
| Refer to the test report for material design strength indexes. | |||||
| Reference: GB 50728-2011 Technical Code for Safety Appraisal of Engineering Structural Strengthening Materials GB 50550-2010 Code for Acceptance of Construction Quality of Strengthening Building Structure GB 50367-2013 Code for Design of Strengthening Concrete Structure |
|||||
used for carbon fiber strips-concrete composite strengthening system
Keywords:
classification:
Usage
Structural strengthening reinforcement of concrete, timber and masonry structures
High strength grade I
All performance indexes meet the requirement of high strength grade I carbon fiber strip
High straightness
After forming, it is straight and smooth, the curvature is less than one thousandth, and the strength of carbon fiber is fully exerted.
Various specifications
More than 20 kinds of carbon plate specifications, which can meet different reinforcement needs
Wide carbon plate
The substrate has low leveling requirements, high strength, and can be as wide as the beam, with good reinforcement effect and fast construction efficiency.
Random inspection
The product has Passed safety appraisal, environment-friendly and non-toxic testing and other stringent tests, and random inspections and type inspections can be conducted.
Conventional specifications: width: 50mm, 100mm; thickness: 1.2mm, 1.4mm
Supporting products: carbon board adhesive, repairing and leveling adhesive, sealant
Dry jet wet spinning carbon yarn
Automated manufacturing
| Performance Items | Material Grade | Performance Indexes | Performance Items | Material Grade | Performance Indexes |
| Tensile strength | Grade I | ≥2400MPa | Bending strength | Grade I | ≥65% |
| Grade II | ≥2000MPa | Grade II | ≥55% | ||
| Elastic Modulus | Grade I | ≥160GPa | Shear strength between layers | Grade I | ≥50GPa |
| Grade II | ≥140GPa | Grade II | ≥40MPa | ||
| Elongation | Grade I | ≥1.6% | |||
| Grade II | ≥1.4% | ||||
| Positive tension bonding strength between fiber composite material and base material | For concrete and masonry substrates: ≥2.5MPa, and it is the cohesive failure of the substrate; for steel substrates: ≥3.5MPa, and it must not be adhesion failure | ||||
| Pass the test of resistance to damp and heat aging; pass the long-term stress resistance test | |||||
| Refer to the test report for material design strength indexes. | |||||
| Reference: GB 50728-2011 Technical Code for Safety Appraisal of Engineering Structural Strengthening Materials GB 50550-2010 Code for Acceptance of Construction Quality of Strengthening Building Structure GB 50367-2013 Code for Design of Strengthening Concrete Structure |
|||||
used for carbon fiber strips-concrete composite strengthening system
High strength grade I
All performance indexes meet the requirement of high strength grade I carbon fiber strip
High straightness
After forming, it is straight and smooth, the curvature is less than one thousandth, and the strength of carbon fiber is fully exerted.
Various specifications
More than 20 kinds of carbon plate specifications, which can meet different reinforcement needs
Wide carbon plate
The substrate has low leveling requirements, high strength, and can be as wide as the beam, with good reinforcement effect and fast construction efficiency.
Random inspection
The product has Passed safety appraisal, environment-friendly and non-toxic testing and other stringent tests, and random inspections and type inspections can be conducted.
Conventional specifications: width: 50mm, 100mm; thickness: 1.2mm, 1.4mm
Supporting products: carbon board adhesive, repairing and leveling adhesive, sealant
Dry jet wet spinning carbon yarn
Automated manufacturing
| Performance Items | Material Grade | Performance Indexes | Performance Items | Material Grade | Performance Indexes |
| Tensile strength | Grade I | ≥2400MPa | Bending strength | Grade I | ≥65% |
| Grade II | ≥2000MPa | Grade II | ≥55% | ||
| Elastic Modulus | Grade I | ≥160GPa | Shear strength between layers | Grade I | ≥50GPa |
| Grade II | ≥140GPa | Grade II | ≥40MPa | ||
| Elongation | Grade I | ≥1.6% | |||
| Grade II | ≥1.4% | ||||
| Positive tension bonding strength between fiber composite material and base material | For concrete and masonry substrates: ≥2.5MPa, and it is the cohesive failure of the substrate; for steel substrates: ≥3.5MPa, and it must not be adhesion failure | ||||
| Pass the test of resistance to damp and heat aging; pass the long-term stress resistance test | |||||
| Refer to the test report for material design strength indexes. | |||||
| Reference: GB 50728-2011 Technical Code for Safety Appraisal of Engineering Structural Strengthening Materials GB 50550-2010 Code for Acceptance of Construction Quality of Strengthening Building Structure GB 50367-2013 Code for Design of Strengthening Concrete Structure |
|||||
used for carbon fiber strips-concrete composite strengthening system
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