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HM prestressed CFRP laminate not only improves crack stiffness and crack resistance, but also increases the bearing capacity beyond imagination.
With the development of reinforcement and transformation industry, the existing structural strengthening systems can be basically satisfied, so new problems arise.
1. new technologies and new materials are few and few alternatives are needed.
2. traditional carbon fiber reinforcement has limitations and can not give full play to its performance advantages.
3. carbon fiber reinforcement effect is discounted?
4. do not want to use carbon fiber reinforcement, and do not use concrete reinforcement?
These problems do limit the development of reinforcement and transformation, and HM prestressed CFRP laminate reinforcement technology can solve these problems.
In the past, there is no good method for bridge reinforcement, and carbon fiber is always hard to use. The HM prestressed carbon plate can be cured by a strong tension, and can be cured two times in the later maintenance, save time and save cost.
We should give full play to the high strength performance of the carbon fiber laminate and combine the old and new components together, to change the passive reinforcement into active reinforcement.
Reducing cracks in original structures, or even eliminating structural cracks, essentially solves the problem of crack repair.
It not only improves crack stiffness and crack resistance, but also increases the bearing capacity beyond imagination.
You can find anything here you are in need of, have a trust trying on these products, you will find the big difference after that.
High strength carbon fiber reinforced polymer (CFRP) strip / laminate / plate for structural strengthening and concrete repair
Prestressed carbon fiber reinforced polymer(CFRP) plate for slab, beam strengthening to increase stiffness, reduce distortion and deflection of members, reduce the cracks, avoid and stop cracking.
High strength carbon fiber reinforced polymer plate adhesive for applying CFRP laminate/strip/plate on the structural members