Restoring the concrete to its originally specified shape and function by means of mortar applied manually or by projection (Principle 3 CR, method 3.1 and 3.3 acc. to EN 1504-9).
Structural reinforcement by increasing the bearing capacity of the concrete structures by adding mortar (Principle 4 SS, method 4.4 of EN 1504-9).
Restoring the passivation by increasing the coating with cement mortar and replacing the contaminated or carbonated concrete (Principle 7 RP, methods 7.1 and 7.2 acc. to EN 1504-9)
Humidity control by protection (Principle 2 MC, method 2.3 acc. to EN 1504-9).
Increase in resistivity through impregnation (Principle 8 IR, method 8.2 acc. to EN 1504-9).
Control of the anodic areas by coating the rebar with a barrier coating (Principle 11 CA, method 11.2 acc. to EN 1504-9).
Repairing horizontal structural elements by direct pouring or injection.
Repairing vertical structural formwork elements by direct pouring or injection.
Screeding structural elements to increase their bearing capacity.
Repairing patches and regenerating concrete floor slabs.
Bridge pillars, columns, brackets and beams.
Repairing and reinforcing structures subject to an aggressive, industrial or marine environment.
Repairing tunnels, chimneys, columns, cooling towers, industrial structures, buried construction, particularly in aggressive conditions.
Water purifying plants.