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).
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./in 3 (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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