Reinforcement of Flexural Members with Basalt Fiber Mortar

Reconstruction of buildings and structures is becoming one the main directions in field construction, design production works during reconstruction are significantly different from ones new structures. After carrying out a number studies on inspection technical condition order to determine effect defects bearing capacity, criteria for assessing state floor slab were identified. Conclusions further work elements reinforced concrete considered. The authors achieve aim reinforcing flexural with fiber-reinforced mortar, which especially important increased operational requirements. A technique constructing reinforcement layer using mortar coarse basalt fiber has been developed. parameters substantiated. method solving problems operation multilayer coatings under influence loads used, model prerequisites describing layers simplified, where represented by classical Kirchhoff-Love plates. When problems, maximum possible features members taken into account, combination appropriate experimental studies, allows us consider all variety meet needs their practical application.