Examples of completed objects
Problem:Cracks in the load-bearing walls of the house were recorded.
Decision:Strengthening walls in places of detected cracks
Problem:Cracks (vertical, diagonal) of load-bearing elements (walls, foundations) of the house were fixed
Decision:Reinforcement of walls in places of detected cracks
Problem:- Cracks in the walls
Decision:- Strengthening walls and repairing cracks
Problem:- subsidence of the road surface
- voids under the stove
Decision:- reinforcement of the foundation through the Stati-Pile micropiles system
- filling voids under the concrete slab and restoring full contact between the slab and the soil
- reinforcement of the base (ground) of the concrete slab of the carriageway to a depth of -6.0 m
Problem:- Vertical and stepped cracks along the masonry joints, ranging in length from 1 m to over 2 m and predominantly 2 mm to 5 mm wide.
Decision:- Reinforcement/strengthening of walls in areas with existing cracks
Problem:- small cracks on the lining of the pool
- barely noticeable tilt of one of the sides
Decision:- strengthening the reinforced concrete slab of the pool, to a depth of -6.5 m from the bottom of the slab, replacing the structural solution from slab-soil to slab-pile-soil, Stati-CAL technology;
- filling voids (formed as a result of soil washing out in the base) under the slab by injecting gel-composite solutions using INJECT technology;
- partial lifting and leveling of the slab in the horizontal plane by injecting gel-composite solutions using the INJECT technology.
Problem:- the soil layers in the core area under the slab are uneven and weak
- subsidence due to soaking or from dynamic loads under its own weight
Decision:- reinforcement of the ground of the reinforced concrete floor slab to a depth of -6.0 m from the surface of the slab, replacement of the structural solution from the slab-ground scheme to the slab-pile-ground scheme, using Stati-Pile metal piles, Stati-CAL technology;
- reinforcement and reinforcement of the base of the reinforced concrete floor slab to a depth of -1.0 m from the surface of the slab by injecting gel-composite solutions based on a cement mixture, INJECTION technology;
- geodetic monitoring of the horizontal position of the floor slab
Problem:- significant amount of cracks in the walls
- a significant number of voids in the ground of the foundation
Decision:- strengthening of the foundation ground
- reinforcement of the walls
- control geodetic survey of the foundation relative to the horizontal plane, warranty survey
Problem:- Cracks in the walls
Decision:- Reinforcement foundations and ground
- Strengthening wall and cracks repair
