Kunshan Strengthened by CFRP

Member external sticky carbon fiber reinforced method is stress analysis calculations and force characteristics according to the structural member, the application of carbon fiber supporting resin member affixed to the corresponding parts of the outer concrete strength force does not meet the requirements to achieve the bearing capacity to meet the requirements of a member reinforcement methods. Its principle is to use the shear strength of reinforced its supporting resin concrete member carrying the load transfer to the carbon fiber, carbon fiber and pasting after making the original RC members have to bear the load forces. Carbon fiber reinforced characteristics: high strength: carbon fiber reinforced material strength steels generally higher than the number of special carbon fiber reinforced steel strength up over several times. Light weight: the proportion is about 1/5 of steel, and therefore does not substantially increase the weight of the original structure after the reinforcement. Construction is simple: light weight carbon fiber, generally only manual operation, limited by the construction of space, the construction speed. Shape without limitation: whether square, hexagonal and all kinds of irregular shape, after reinforcement objects can remain undisturbed, does not affect the surface decoration. Applications: building beams, plates, columns, walls reinforced bridge structure, wood structure reinforced tunnel, culvert special reinforcement structure other civil engineering structure reinforcement and other ancient buildings