WE HAVE SELECTED THE OPTIMAL ENGINEERING SOLUTION
After the first acquaintance with the client and his object, the idea arose to make a concrete floor with combined reinforcement – over the entire area with plastic fiber and in several sections with a reinforcement frame in one layer.
However, further technical examination showed that the existing concrete base could not be called load-bearing due to its small thickness and other factors. As a result, the technical solution was aimed at creating a reliable load–bearing floor and sounded like this - a topping floor with an average thickness of 130 mm reinforced with steel fiber.