The Difference Between Carbon Fiber Cloth Reinforcement And Just Pasted Reinforcement

1. The plate can be welded with anchor bars and can also be drilled based on anchoring, the anchoring is a flexible sticky fiber;

2. The carbon fiber is light, thin, simple to construct, the same quantity, and the construction period is about 40% sticky steel.

3. Carbon fiber and steel, inert materials and no rust, no, corrosion to the medium, durability in harsh environments are harmful.

4. The modulus of elasticity of carbon fiber and steel are basically the same, but about 10 times the tensile strength of carbon steel, so it should be given full play to strengthen the strength of the material and the required components of the carbon fiber will deform to a greater degree. In other words, at small deformations, the stress hysteresis of carbon fiber-bonded steel bars is obvious, so when the structural bearing capacity is different, the bonding steel reinforcement should be the first choice;

5. Carbon fiber and steel with elastic modulus are basically the same to achieve the same strength, and section steel is much larger, thereby improving the stiffness of carbon fiber bonded steel bars. In other words, if you add the same bending strength and component deformation, the bonded steel reinforcement and the crack width are smaller than the bonded carbon fiber reinforcement;

If the carbon fiber tensile strength design value is 2000Mpa steel (Q235) design value is 200Mpa tensile strength, the principle is to replace the carbon fiber cloth reinforcement board with a thickness of 0.1 mm and 1 mm. Carbon fiber cloth and steel paste form, the mechanism is similar and is essentially equivalent to increasing the reinforcement of the component, shear and bending steel can generally replace the other.