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Advantages of Horse CFRP Wrap Strengthening

• Easy installation
• Corrosion resistance
• Short construction period
• No maintenance required
• Light weight, no influence to original structure
• Low cost, cost effective compared with other methods

Advantages of Horse CFRP Wrap Strengthening

• Easy installation
• Corrosion resistance
• Short construction period
• No maintenance required
• Light weight, no influence to original structure
• Low cost, cost effective compared with other methods

carbon fiber manufacturer

Why Horse Unidirectional Carbon Fiber Wrap?

• Raw material, 12k or 24k 4900~5500Mpa aviation raw fiber
• Donier, 5 carbon fiber production lines, 10,000 square meters per day
• Stock, 100,000 square meters
• Factory, 5,000 square meters
• Laboratory, laboratory and 3 technologies
• Test and report, third party testing reports, ASTM-D3039
• Projects, 7000 projects from 76 countries

carbon fiber manufacturer

Why Horse Unidirectional Carbon Fiber Wrap?

• Raw material, 12k or 24k 4900~5500Mpa aviation raw fiber
• Donier, 5 carbon fiber production lines, 10,000 square meters per day
• Stock, 100,000 square meters
• Factory, 5,000 square meters
• Laboratory, laboratory and 3 technologies
• Test and report, third party testing reports, ASTM-D3039
• Projects, 7000 projects from 76 countries

Key Features of Unidirectional Carbon Fiber Wrap

• Flexible
• High strength
• High modulus
• Easy to install
• Long shelf life
• Light self weight
• High toughness
• Anti high temperature
• Environmental-friendly
• Unidirectional carbon fiber wrap used for shear strengthening, confinement strengthening, flexural strengthening

Key Features of Unidirectional Carbon Fiber Wrap

• Flexible
• High strength
• High modulus
• Easy to install
• Long shelf life
• Light self weight
• High toughness
• Anti high temperature
• Environmental-friendly
• Unidirectional carbon fiber wrap used for shear strengthening, confinement strengthening, flexural strengthening

strengthening by unidirectional carbon fiber

Application Range of Carbon Fiber Strengthening

• Load increases
(Increased live loads in warehouses; Increased traffic volumes on bridges; Installation of heavy machinery in industrial buildings; Vibrating structures; Changes of building utilization)

• Seismic reinforcement
(Column wrapping; Masonry walls)

• Damage of structural parts
(Damage to structural parts; Aging of construction materials; Vehicle impact; Fire)

• Change the structural function
(Removal of walls or columns; Removal of slab sections for openings)

• Remit mistakes in design and construction
(Insufficient reinforcements; Insufficient structural depth)

strengthening by unidirectional carbon fiber

Application Range of Carbon Fiber Strengthening

• Load increases
(Increased live loads in warehouses; Increased traffic volumes on bridges; Installation of heavy machinery in industrial buildings; Vibrating structures; Changes of building utilization)

• Seismic reinforcement
(Column wrapping; Masonry walls)

• Damage of structural parts
(Damage to structural parts; Aging of construction materials; Vehicle impact; Fire)

• Change the structural function
(Removal of walls or columns; Removal of slab sections for openings)

• Remit mistakes in design and construction
(Insufficient reinforcements; Insufficient structural depth)

Base Substrates of Carbon Fiber Structural Strengthening

• Concrete substrate
• Steel substrate
• Masonry substrate
• Timber substrate

Base Substrates of Carbon Fiber Structural Strengthening

• Concrete substrate
• Steel substrate
• Masonry substrate
• Timber substrate

Structural Elements of Carbon Fiber Strengthening

• Column wrapping(shear/flexural/confinement)
• Beams strengthening(shear/flexural/collector)
• Slabs(flexural/collector), slab opening(trim reinforcement)
• Walls(shear/flexural/tensile), new wall opening(trim reinforcement)

Structural Elements of Carbon Fiber Strengthening

• Column wrapping(shear/flexural/confinement)
• Beams strengthening(shear/flexural/collector)
• Slabs(flexural/collector), slab opening(trim reinforcement)
• Walls(shear/flexural/tensile), new wall opening(trim reinforcement)

carbon fiber wrap for bridge

Construction Field of Carbon Fiber Structural Strengthening

• Civil buildings
• Bridges
• Tunnels
• Piers/wharfs
• Airports
• Highways, railways
• Parking structures
• Underwater structures
• Pipes

Construction Field of Carbon Fiber Structural Strengthening

• Civil buildings
• Bridges
• Tunnels
• Piers/wharfs
• Airports
• Highways, railways
• Parking structures
• Underwater structures
• Pipes

carbon fiber wrap for bridge

Manufacturer Epoxy System for Structural Strengthening

HM-180 Primer, for smearing of the underlayer of reinforced member's surface

HM-180CE Leveling adhesive, for repairing and leveling of reinforced substrate surface defects

HM-180C3P Impregnated adhesive, for impregnation and pasting of reinforced component surface and Horse unidirectional carbon fiber wrap

Manufacturer Epoxy System for Structural Strengthening

HM-180 Primer, for smearing of the underlayer of reinforced member's surface

HM-180CE Leveling adhesive, for repairing and leveling of reinforced substrate surface defects

HM-180C3P Impregnated adhesive, for impregnation and pasting of reinforced component surface and Horse unidirectional carbon fiber wrap

carbon fiber wrap beam

How to Use Carbon Wrap For Structural Strengthening

• Surface treatment
• Applying HM-180 primer
• Repairing and leveling with HM-180CE leveling adhesive
• Applying HM-180C3P carbon fiber adhesive
• Externally bonded Horse unidirectional carbon fiber wrap
• Applying HM-180C3P carbon fiber adhesive again
• Curing and protecting

How to Use Carbon Wrap For Structural Strengthening

• Surface treatment
• Applying HM-180 primer
• Repairing and leveling with HM-180CE leveling adhesive
• Applying HM-180C3P carbon fiber adhesive
• Externally bonded Horse unidirectional carbon fiber wrap
• Applying HM-180C3P carbon fiber adhesive again
• Curing and protecting

carbon fiber wrap beam

 

 

 

Horse Unidirectional Carbon Fiber Wrap's Data Sheet

HM-20 Carbon Fiber Fabric TDS.pdf

HM-23 Carbon Fiber Fabric TDS.pdf

HM-30 Carbon Fiber Fabric TDS.pdf

HM-43 Carbon Fiber Fabric TDS.pdf

HM-53 Carbon Fiber Fabric TDS.pdf

HM-45 Carbon Fiber Fabric TDS.pdf

HM-60 Carbon Fiber Fabric TDS.pdf


Horse Construction FRP Systems

Horse FRP system.pdf

Method Statement - Horse CFRP Wrap.pdf




Carbon Fiber Typical Data
Storage Condition
Store dry at 40°-95° F(4° -35°)
Shelf Life50 years
ColorBlack
Primary Fiber Direction0°(unidirectional carbon fiber wrap)

Arear Weight

HM-20 unidirectional carbon fiber wrap200g/㎡ (5.84 oz./sq.yd.)
HM-23 unidirectional carbon fiber wrap230g/㎡ (6.72 oz./sq.yd.)
HM-30 unidirectional carbon fiber wrap300g/㎡ (8.76 oz./sq.yd.)
HM-45 unidirectional carbon fiber wrap450g/㎡ (13.14 oz./sq.yd.)
HM-53 unidirectional carbon fiber wrap530g/㎡ (15.48 oz./sq.yd.)
HM-60 unidirectional carbon fiber wrap600g/㎡ (17.52 oz./sq.yd.)




Carbon Fiber Typical Fiber Properties
Dry Fiber Typical Properties
Standrad Value of Tensile Strength4900MPa
Tensile Elastic Modulus234500MPa
Elongation1.7%
Laminate Fiber Typical Properties
Standrad Value of Tensile Strength3800MPa
Tensile Elastic Modulus234500MPa
Elongation1.7%
With Concrete
Concrete Damaged: ≥2.5MPa
Densiy1.8g/cc(0.065lbs.in3
Norminal Fiber ThicknessHM-20 unidirectional carbon fiber wrap0.111mm(0.0044in.)
HM-23 unidirectional carbon fiber wrap0.128mm(0.0050in.)
HM-30 unidirectional carbon fiber wrap0.167mm(0.0065in.)
HM-45 unidirectional carbon fiber wrap0.251mm(0.0097in.)
HM-53 unidirectional carbon fiber wrap0.295mm(0.0114in.)
HM-60 unidirectional carbon fiber wrap0.333mm(0.0130in.)


Unidirectional black weaves carbon fiber wrapping (bidirectional carbon fiber cloth can be customized).


Regular width is 10cm, 15cm, 20cm, 25cm, 30cm, 50cm and 60cm.


Other width can be customized.


Carbon fiber wrap one roll length is 100m.



Horse carbon fiber reinforced polymer(CFRP fabric/wrap/sheet) for structural strengthening of column, beam, slab, wall 


Carbon Fiber Strengthening Video(click it)



>>The treatment of concrete surface

The cosmetic layer, oil, dirt etc. Of concrete surface should be chiseled off and then rubbed off 1 ~2 mm thick surface layer with the angle grinder, concrete components should be handled by chamfering on the corner, dust was blew out with compressed air after the completion Of polishing, and finally the surface was wiped by cotton cloth dipped in acetone, and kept dry for use. If the concrete needed to strengthen existed cracks, first choose HM-120M perfusion adhesive or HM-120L pouring crack adhesive to perfuse according to the size of crack, and then strengthen.


>>Primer construction

When construction, two components of HM-180 primer were weighed according to the stipulated proportion of preparing glue, and dumped into a clean container and stirred to uniformity (when mixing, best mix along the same direction to avoid the air from form ingair bubbles.) Brush or roller brush was used to evenly brush on the concrete surface, after the glue surface layer dried, it should be brushed several times depending on the particular circumstances, but the coating thickness did not exceed 0.4 mm, and it should not be missed out to brush, or have flowing or bubbles, waiting for glue curing (curing time was depended on the site temperature, it was appropriate when finger felt dry, generally not less than 2 hours), then the next process was proceeded. The glue prepared every time should be used up one time during the applicable period of the glue.

 

>>Leveling construction

The pores and defects on concrete surface were filled by HM-180CE leveling adhesive. When depression area was existed, the prepared leveling adhesive was used to repair and fill through scraper embedding and scraping, the position emerging altitude difference such as the joint of templates should be filled by leveling adhesive, which tried to minimize the height difference. The treatment of corner was that it was repaired to smooth arc through leveling adhesive, its radius was not more than 20mm. After the leveling adhesive cured (curing time was depended on the site temperature, it was appropriate when finger felt dry, generally not less than 2 hours), the next process should be proceeded further.


>>Paste of unidirectional carbon fiber sheet

HM-180C3P carbon fiber impregnated adhesive was smeared to the pasted area evenly, the corner site was more smeared appropriately. Paste after hauling unidirectional carbon fiber sheet tight and alignment, use a plastic scraper or roller (a paint roller that the villus was removed outside) to roll repeatedly along the same direction, until the glue compound exuded. And then smear impregnated adhesive to the outside surface of the carbon fiber sheet evenly, and roll repeatedly that the impregnated adhesive can immerse the carbon fiber sheet in two ways, if it is multi-paste, until your fingers touch dry, the next layer of paste can be beginner. If the carbon fiber sheet needs overlapping.


>>Curing and conservation

Prevent rain or moisture 24 hours after the completion of construction, and pay attention to protection against a hard Object bumping into the surface of the construction. When the average air temperature is 20 , 25 ℃ , the curing time is not less than 3 days; when the average air temperature is 10 ℃, the curing time is not less than 7 days.



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