1.2mm And 1.4mm Carbon Fiber Strip/Laminate/Plate

HM-1.2T and HM-1.4T are prefabricated (pultruded) carbon fiber reinforced sheets, used for structural reinforcement of concrete, masonry, metal or wood structures. Glue on the load-bearing components, they are reinforced with epoxy glue (M-120CP).

carbon fiber plate horse construction

Horse CFRP Plate's Date Sheet

HM-1.2T Technical Data Sheet.pdf

HM-1.4T Technical Data Sheet.pdf

Item	HM-1.2T Carbon Fiber Plate	HM-1.4T Carbon Fiber Plate	HM-2.0T Carbon Fiber Plate	HM-3.0T Carbon Fiber Plate
Thickness(mm)	1.2	1.4	2.0	3.0
Length(m)	100	100	100	100
Width(mm)	50、100	50、100	50、100	50、100
Density(g/cm³)	1.6

Base		Carbon fiber reinforced polymer with an epoxy resin matrix
Shelf Life		Unlimited (no exposure to direct sunlight)
Color		Black carbon fiber plate
Tensile Strength	Mean Value	3100MPa
	Design Value	2600MPa
Modulus Of Elasticity	Mean Value	165,000MPa
	Design Value	160,000MPa
Elongation at Break		1.7%
Thickness		1.2mm, 1.4mm, 2.0mm, 3.0mm
Temperature Resistance		＞300° F(＞150℃）
Fiber Volumetric Content		＞68%
Density		0.058 lbs./in³ (1.6g/cm³)

Characteristics of HM-1.2T and HM-1.4T carbon fiber plate

Very high tensile strength
No corrosion
Low dead weight and low installation thickness
Deliverable measurements (no need to overlap or connect)
Easy to apply, also suitable for ceiling work
Excellent fatigue performance
Simple, flexible and economical reinforcement technology
May cross with simple flakes
Very short structure using interrupt
No noise or vibration during installation

Application of HM-1.2T and HM-1.4T carbon fiber strip

Increase in carrying capacity

-Increased payload on beams and bridge decks

-Changes in the use of buildings

-Installation of heavy machinery or equipment in industry

-Stability to vibration and oscillation

The following structural system changes

-Remove supports or walls

-Create an opening (funnel) in the board

-Increased shock resistance

-Design or construction defects

Repair defects in structural elements

-Corrosion and cross-section reduction of steel bars in concrete

-Aging of building materials

-Damage to the structure after fire, earthquake, impact, etc.

Improve conditions of use

-Reduce crack opening

-Reduce deformation

-Reduce stress in steel

-Reduce fatigue effect

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