Impregnating Adhesive for Carbon Fiber Fabric Bonding

  • Impregnating Adhesive for Carbon Fiber Fabric Bonding
  • Impregnating Adhesive for Carbon Fiber Fabric Bonding
Impregnating Adhesive for Carbon Fiber Fabric Bonding

ASR-300 Impregnating Adhesive is a solvent-free, two-component, primer-free modified epoxy resin adhesive. It is used together with ACF Carbon Fiber Fabric for structural reinforcement.

ASR-300 can fully penetrate composite fiber filaments to form a tough composite material layer together with carbon fiber fabric. It also protects the composite layer from various adverse environmental factors. ASR-300 has great strength performances and is resistant to aging, fatigue stress, acid and alkali.

Uses

  • Structural reinforcement by bonding fiber composite materials, such as carbon fiber cloth, aramid fiber cloth, glass fiber cloth, basaltic fiber cloth, etc.


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Advantages

  • Good mechanical strength, excellent impregnation, and good compatibility with fiber fabrics

  • High permeability into concrete surface

  • Excellent aging resistance, strong fatigue stress resistance and acid and alkali resistance

  • Applicable to  wet surface

  • Excellent mechanical properties after curing


Properties

Appearance

Component A epoxy resin → Sky blue

Component B curing agent → Light yellow

A+B → Blue

Mixed ratio

Component A : Component B = 3.5:1 (by weight)

Operation temperature

Minimum operation temperature:  5℃

Maximum operation temperature:  65℃


Operation Time

+ 8℃: 120min

+ 20℃: 90min

+35℃: 20min


PROPERTY

TEST CONDITION

TEST RESULT

Adhesion performance

Tensile strength - Mpa

(23±2)℃, (50±5)%RH

and a loading speed of 2mm/min

≥38

Elastic modulus under tension - Mpa

≥2.5*103

Elongation - %

≥1.5

Bending strength – Mpa

≥50, and not in fracture damage form

Compressive strength - MPa

≥70

Bonding capacity

Steel-to-steel tensile shear strength - MPa

(23±2)℃, (50±5)%RH

≥14

(60±2)℃, 10min

≥17

(-45±2)℃, 30min

≥16

Steel-to-steel bonding tensile strength - MPa

(23±2)℃, (50±5)%RH, and a loading speed according to test standard

≥40

Steel-to-steel T impact peeling length - mm

≤25

Steel-to-C45 concrete positive tensile strength - MPa

≥2.5, with cohesive failure of concrete

Heat distortion temperature - ℃

0.45MPa bending stress test after 21d of curing and maintenance

≥65 

Nonvolatile content - %

(105±2)℃, (180±5)min

≥99

Resistance to environmental effects

Resistance to hygrothermal aging - %

Steel-to-steel tensile shear strength test at room temperature after 90d of 50℃, 95%RH treatment

≤12, reduction compared to the result of short-term room temperature treatment

Resistance to heat aging - %

Steel-to-steel tensile sheer strength  test after 30d of (80±2)℃ treatment

≤5, reduction compared to the result of 10min treatment

Resistance to freeze-thawing - %

Steel-to-steel tensile shear strength test at room temperature after 50 cycles (8h each) of -25~-35℃ freeze-thawing treatment

≤5, reduction compared to the result of short-term treatment

Resistance to stress

Resistance to long-term stress - mm

Creep deformation of steel-to-steel specimen after 210d of 4.0MPa shear stress treatment at (23±2) ℃, (50±5) %RH

≤0.4, no damage to specimen

Resistance to fatigue stress

Steel-to-steel tensile shear strength test at room temperature, under the fatigue load of frequency 15Hz, stress ratio 5:1.5, and maximum stress of 4.0MPa

No damage to specimen after 2*106 times of equal-amplitude sine wave fatigue loading treatment

Resistance to salt mist - %

Steel-to-steel tensile shear strength test after 90d of 5% sodium chloride solution treatment at (35±2)℃, 0.08MPa spraying once every 0.5h, 0.5h each time

≤5, reduction compared to control group; and no cracks or degumming

Resistance to seawater immersion (for underwater adhesives only) - %

Steel-to-steel tensile shear strength test after 90d of seawater/artificial seawater treatment at (35±2)℃

≤7, reduction compared to control group; and no cracks or degumming

Resistance to alkaline medium

Steel-to-concrete positive tensile strength test after 60d of Ca(OH)2 saturated solution treatment at (35±2)℃

No falling, peeling, blistering or cracks, and it is concrete destroy

Resistance to acidic medium

Steel-to-concrete positive tensile strength test after 30d of 5% H2SO4 solution treatment at (35±2)℃

No cracks or degumming, and it is concrete failure


Application Procedures

Base surface treatment - Preparation of fiber composite material - ASR-300 mixing - Adhesive application - Pasting fiber composite material - Curing test - Protection


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Packaging

Packed in buckets. 13.5kg per set (Component A: 10.5kg; Component B: 3kg). 

Packaging can be customized according to buyers' requests.


Storage

  • The effective storage period is 12 months when the package is intact from the date of production.

  • It shall be sealed and stored in a cool, dry and ventilated place under the storage temperature of 10-40 ℃, without being stacked in the open air or exposed to rain.

  • It is not classified as flammable, explosive or toxic dangerous goods, and can be transported by ordinary means of transportation. During transportation, the packaging shall not be damaged, exposed to sunlight or rain, and shall not be tilted or turned upside down.

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