World wide brand since 1978
World wide brand since 1978
Warranty terms up-to 60 years

                  International expertise and database of projects
International expertise and database of projects
Approved international technologies
Individual project and raw material design
Visual effect and approving results
Increasing value and lifecycle of your property
Ecologically neutral materials
Uretek services by sectors and types
Other objects
Repair of hydra structures and sewer systems
Other works associated with the strengthening or improving the ground
Stabilization of the foundations of historical buildings and monuments
Comprehensive survey of foundations of buildings and structures
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DEEP INJECTION TECHNOLOGY

Stabilization of foundations with a possible rise. By introducing an expanding geopolymer under the foundation of a structure or building. Elimination of cracks, skew and roll of buildings.
LEARN MORE ABOUT DEEP INJECTION

ВСІ РОБОТИ URETEK ПРОВОДЯТЬСЯ

  • No earthwork
  • Without stopping the work of the enterprise
  • No need to vacate the room
  • On the local floor
  • Quickly, silently, without waste and garbage

Stages of restoration work

  1. Inspection, documentation, budgeting, timing. Initial inspection of the facility and specialist advice is free of charge.
  2. Drilling holes 12-16 mm and pumping through them the polymer composition URETEK into the thickness of the soil under the foundation or floor slab. At the local site.
  3. Expanding, the composition of URETEK fills the voids, compacts and stabilizes the soil. The average project is from 8 hours to two days.
  4. Checking the quality of eliminating problems on the site using laser measuring equipment. Accuracy up to 0.5 mm, 5 year warranty.

Slab Lifting TECHNOLOGY

Stabilization of foundations with a possible rise. By introducing an expanding geopolymer under the foundation of a structure or building. Elimination of cracks, skew and roll of buildings.
Learn more about Slab Lifting
Completed projects

In a residential building, a floor slab sank after a pipe burst

Reinforcement of base soils and re-leveling of floor slab

Erection of a new curtain wall on the existing foundation

Strengthening and sloughing of soils of the base of the foundation

Cracks on load-bearing walls, incl. on window and doorways

Reinforcement of foundation soils, filling of voids

Cracks on the inner sides of the walls of the basement room

Strengthening and consolidation of soils of the base of foundations

Local floor subsidence

Reinforcement of base soils and leveling of the floor slab

Internal load-bearing columns have undergone settlement

Stopping uneven settlement of column foundations

Weak watered soils and unsuccessful attempt to stabilize

Reinforcement of soils at the base of slab foundations

Deformations and cracks of supporting structures

Reinforcement of soils of foundations

Tank bottom subsidence

Reinforcement and leveling of the steel bottom

Draft of the structure with non-standard heel

Aligning the tank structure

Eroding the foundation of the supporting columns

Strengthening the foundation foundation without disrupting the entire project schedule

Strengthening the foundation soil and stabilizing the foundation

Strengthening the foundation soil and stabilizing the foundation

Negative effects of dynamic loads on foundations and floor slabs

Reinforcement of foundation soils and leveling of foundations and floors

The room sagged due to a weak soil base

Strengthening the base and leveling sagging structures

Draft of one of the corners of the building

Raising and leveling the foundation slab in the horizon

Re-leveling of industrial structures

Alignment in the plane of structures of foundations and equipment

The back of the house began to sag. Cracks appeared on the walls and ceiling

Strengthening and lifting load-bearing structures quickly and safely

Uneven settlement of a building after a pipe break

Strengthening the soils of the base of the strip foundation

Reinforcement of foundation soils and stabilization of the foundation

Reinforcement of foundation soils and stabilization of the foundation

Ragged horizontal cracks began to appear and develop

Reinforcement of foundation soils and filling of voids

Washing out some of the soil and damage to floor slabs

Reinforcement and local leveling of floor slabs

Insufficient bearing capacity of base soils

Reinforcement of base soils and leveling of the floor slab

Erosion under the floor and foundations

Stabilizing piles and leveling the foundation slab

Progressive uneven settlement of the foundation with a heel

Strengthening the foundation soil and leveling the building

Uneven settlement of load-bearing columns

Stopping sedimentary processes

Soil leaching and significant settlement of floors and foundations

Reinforcement of soils of the base of foundations, lifting and leveling the floor slab

A void has formed under the foundation slab

Reconstruction of the foundation slab support

Uneven settlement of the floor slab and the foundation of the landing stage

Leveling the floor slab and lifting sagging foundation elements

Deformations of barbecue area structures

Filling and leveling the foundation

Uneven settlement of foundations with deformations

Reinforcement of the foundation soils, recommendations for drainage are given

The method of reinforcement proposed by the prescription did not suit the customer

Strengthening the base and vertical lifting of sagging structures

Lack of bearing capacity of the base

Securing soils under floors in places where racks are installed

Cracks in load-bearing walls

Repair and restoration work with soil and bearing structures

Cracks in the walls with development in time

Reinforcement of foundation soils and lifting of structures

Some of the column foundations have undergone uneven settlement

Stopping uneven settlement of column foundations

Sagging corner of the house and a crack along the body of the foundation

Deformation stabilization

Local subsidence of the floor of the room

Reinforcement of base soils and leveling of the floor slab

Uneven draft on average 45 mm

Compaction of the base and return of structures to their previous level

Building roll problem

Reinforcement of the base and alignment of the roll

Insufficient bearing capacity of watered base soils

Increasing the bearing capacity of the base and foundations

A void has formed under the foundation slab

Recreating the support of the foundation slab on the base

Drawdown of road maps of the ring road

Aligning the plane of the road while maintaining the "slope"

Excessive uneven settlement of foundations

Reinforcement of the foundation and lifting of settled foundations

Unstable foundation and settlement of load-bearing structures

Stopping the processes of settling foundations

Leakage of the retaining wall of the entrance to the underground garage

Compaction of soils and plugging of leaks in the retaining wall structure

Deflection of the floor slab and the appearance of cracks on load-bearing walls

Reinforcement, filling and leveling of floor slabs

Defects in overhead structures from frost heaving in soils

Strengthening the base soils with the elimination of heaving properties

Subsidence of the slab and the appearance of a longitudinal crack

Compaction of the soil with filling the gap under the slab

Uneven house draft during renovation

Providing support for foundations with alignment of structures

Uneven settlement of foundations with cracking

Soil hardening at the base of foundations

Deformation of crane runways of the Crane-Stacker

Alignment of crane rails

Cracks in load-bearing walls both inside and outside the house

The load-bearing structures have been reinforced and raised to a predetermined level

The foundation has settled with deformations reflected on the floor slabs

Stopping the processes of settling foundations and leveling the working surface of the floor slabs

Uneven settling of the floor slab

Stabilization and lifting of reinforced concrete floor slabs

Floor subsidence occurred inside the warehouse

Restoration of the design levels of the floor and shelving in the premises

Cracks in load-bearing walls and foundations

The base and foundations have been improved and strengthened

Instability of floor slabs and local subsidence

Stabilization of base soils and leveling of floor slabs

Deformations in the masonry at the outer wall section

Strengthening the soil at the base of the foundation with its rise

Deformations and settlements of asphalt concrete pavement

Reinforcement of foundation soils to a depth of - 5.5m

Uneven subsidence of the floor and the formation of voids under it

Restoration of the design level of the floor

The surface of the concrete highway began to crack and collapse

Filling of voids under slabs, restoration of bituminous insulation

Deformation of reinforced concrete floor slabs under new equipment

Restoration of the bearing capacity of reinforced concrete floor slabs in places of deformation

Deformations in supporting structures

Soil stabilization of foundations

Sagging corner and crack in the outer cladding

Consolidation and strengthening of soil at the base of foundations

Building faсade subsidence

Strengthening foundations and stopping subsidence of a part of the building

Deformations of the coating of some areas of the courts

Filling voids and leveling floor structures

Uneven draft and roll of buildings

Buildings have been re-aligned within tolerance

Wall cracks and foundation subsidence

The base of the foundation is reinforced up to 10 times

Subsoil does not have sufficient bearing capacity

Compaction and stabilization of foundation soils

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