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Unidirectional carbon fiber fabric is made from high strength carbon fiber. The tensile strength of dry fiber can be higher than 4900MPa, which is almost 10 times stronger than steel, whilst with only 1/5 weight of steel. It is widely used in structural strengthening, structural reinforcement, concrete repair, increasing load capacity of structures, seismic retrofit, increasing shear strength and flexural strength, extending structure’s service life and correcting design defects and construction mistakes.
Carbon fiber wrap functions as externally bonded reinforcement when adhered to the surface of a reinforced concrete member requiring strengthening, with its primary fibers oriented in a desired direction. Resin matrix not only aligns the fibers in the preferred direction but also acts as a load transfer medium between the structure and the fibers and protects the fibers from external damage and impact .And Carbon fiber reinforced polymers(CFRP) system for strengthening of concrete structures have emerged as an efficient and viable alternative of traditional strengthening techniques, such as replacement of structure members, RC jacketing, steel jacketing .
An CFRP system comprises of an externally bonded composite reinforcement layer that is designed to an appropriate thickness and size to provide a quick, simple and effective means for increasing the capacity of the structural element against failure. We have standard weight like 200GSM, 230GSM, 300GSM, 400GSM, 600GSM, standard width 50cm, standard roll length 50m and 100m. For special size and packing, we would be glad to customize for our customers.
To ensure proper bonding between the composites and concrete substrate, surface preparation is crucial. The concrete surface to be applied with CFRP should be free from dust, laitance, oil, grease, surface defects, corrosion products, fungal growth, cracks. Prior to CFRP application, all cracks wider than 0.3mm should be pressure injected with a low viscosity epoxy. Root cause of cracking should be addressed along with injection. All defective or damaged concrete surfaces must be repaired with approved repair materials. Causes of corrosion in reinforcement, if any, must be addressed and the corrosion related deterioration should be repaired prior to the application of CFRP system.
As shown in the graph below, CFRP has much higher elastic modulus than other composite materials, e.g. AFRP(aramid fiber reinforced polymers), GFRP(glass fiber reinforced polymers) and the new rising BFRP(basalt fiber reinforced polymers). So under high load or stress, debonding failure may happen. To avoid such failure, we may utilize fiber anchor and steel plate clamps. In this way, the advantage high strength and modulus of CFRP can be greatly developed.
Item Model | Areal Weight(g/m2) | Fabric Width(cm) | Roll Length(m) | Strength(MPa) | Modulus(GPa) | Elongation(%) |
---|---|---|---|---|---|---|
MAX-CT20T | 200 | 50 | 100 | 4900 | 230 | 2.1 |
MAX-CT23T | 230 | 50 | 100 | 4900 | 230 | 2.1 |
MAX-CT30T | 300 | 50 | 100 | 4900 | 230 | 2.1 |
MAX-CT60T | 600 | 50 | 50 | 4900 | 230 | 2.1 |
MAX-CT90T | 900 | 50 | 50 | 4900 | 230 | 2.1 |
Slab Reinforcement to increase load capacity and flexural strength
Increase ductility and load carrying capacity
near surface mounted with CFRP laminate
beam wrap with CFRP fabric or strip
strengthening of new opening with CFRP strip
Column confinement to increase load capacity and shear strength
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