Carbon Fiber Unidirectional Fabric/Carbon Fiber/ Carbon Fiber Fabric/Carbon Products

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    Negotiable

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    The date of payment from buyers deliver within days

  • seat:

    Beijing

  • Validity to:

    Long-term effective

  • Last update:

    2017-11-30 11:23

  • Browse the number:

    76

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Company Profile

Hongkong Joint Stars Group Limited

By certification [File Integrity]

Contact:Mr. Huawu Jiang(Mr.)  

Email:

Telephone:

Area:Beijing

Address:Beijing

Website: http://jointstarsgroup.artstx.com/

Product details


Technical points of carbon fabric reinforcement:

  1. In case of bending reinforcement, fiber direction and reinforcement stress direction shall be consistent;
  2. In shear reinforcement and seismic reinforcement, the fiber direction shall be vertical to the member axle;
  3. In bending reinforcement and shear reinforcement, concrete strength grade shall not be less than C15;
  4. When the concrete column is reinforced by embedded carbon fiber, the concrete strength grade shall not be less than C10;
  5. The carbon fiber reinforcement effect mainly depends on fiber bonding process and the work shall be done by the professional construction team.

Specifications and technical parameters of carbon fiber fabric: 

Product model

CXS-200

CXS-300

Fiber types

High tensile I

High tensile II

High tensile I

High tensile II

Fiber direction

Unidirectional

Unidirectional

Unidirectional

Unidirectional

Theoretical thickness (Mm/ layer)

0.111

0.111

0.167

0.167

Tensile strength (Mpa)

≥3400

≥3000

≥3400

≥3000

Modulus of elasticity( Mpa)

≥2.4x105

≥2.1x105

≥2.4x105

≥2.1x105

Elongation (%)

≥1.7

≥1.5

≥1.7

≥1.5

Width of fabric (mm)

100-1000

100-1000

100-1000

100-1000

Length (m/roll)

100

100

100

100

Bending strength (Mpa)

≥700

≥600

≥700

≥600

Layer shear strength (Mpa)

≥45

≥35

≥45

≥35

The bond strength between fiber composite material and concrete at face upward sticking (Mpa) 

≥2.5
Concrete cohesive failure

≥2.5
Concrete cohesive failure

≥2.5
Concrete cohesive failure

≥2.5
Concrete cohesivfailure

Mass per unit area (g/m2) 

≤200

≤200

≤300

≤300