The new carbon fiber reinforcement system

The new carbon fiber reinforcement system
 

Product description:

In use of brick and concrete structure reliability appraisal, that its carrying capacity or performance does not meet the current national seismic design specifications, or add layer design, often it needs to be reinforcement of the original brick structure, in order to meet safety requirements. When the carrying capacity does not meet the requirements, the traditional reinforcement methods include: increasing section method, a combination of masonry reinforcement method, FRP reinforcement method, outsourcing steel reinforcement method, Anchor Pile reinforcement method increased cross-sectional methods and compositions puzzle. Consolidation method takes more use of the area, the impact of the use of function, often limited by buildings; the higher anchor claim the outsourcing steel reinforcement law and the law of both ends of the FRP reinforcement; Anchor Pile Foundation Reinforcement Reinforcement Act applies or UNDERPINNING The processing described in this article is a new brick structure reinforcement system: no stress in masonry reinforcement and restoration system without stress in masonry reinforcement and restoration technology can address the brick structure stress due to cracks, failure and due to the earthquake, the environment and the load caused. expected increase in capacity due to lack of repair, the brick structure to provide fast, flexible, economical repair technology. The system can provide the masonry structure without stress levels flat seam reinforcement, crack repair, a variety of connectivity technologies, including new and old wall stress-free connection technology, different materials in different locations unstressed connection technology system products have been successfully applied in houses, towers, churches and bridges and other types of masonry structure, it can repair and reinforcement of old brick-concrete structure wall connections provide economic solutions and undamaged.

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