BINDING (TIGHTENING) OF A RESIDENTIAL BUILDING FROM CRACKS

BINDING (TIGHTENING) OF A RESIDENTIAL BUILDING FROM CRACKS

  • Target:

    Binding (tightening) of a residential building from cracks

  • Location:

    Two-story residential building

  • Technology:

    Stati-Cal

  • Year:

    2021

Construction without a professional engineering design is always a risk. In this case, the “creative” approach to choosing materials and phasing the work resulted in the building becoming fragmented, losing its overall stability.

Reason for contacting: “A house that is falling apart at the seams”

The owner was faced with large-scale deformation of the building, which manifested itself in:

  • The damage affected both load-bearing walls and partitions, appearing both inside and outside.
  • The cracks were concentrated at the joints of walls erected at different times, as well as in areas of stress concentration – near door and window openings.
  • The use of different wall materials resulted in different parts of the building having different modulus of elasticity and coefficient of thermal expansion.

Problem: Lack of a unified structural framework

The main engineering error was the lack ofjoint work of structuresThe building, erected in stages without regard for the connection and reinforcement of joints, turned into a set of disconnected blocks.

  • Different stages of construction resulted in different degrees of shrinkage.
  • The slab foundation, despite its reliability, could not compensate for the lack of rigidity of the walls, which were made of various materials.

Technical solution: “Stitching” the building with the Stati-Cal system

The project’s goal was to integrate all parts of the building into a unified design. Stati-Cal technology was used for this purpose.

Methodology of work:

  1. Creation of reinforced belts:Horizontal grooves were cut into the joints of the brick (or block) masonry, into which spiral traction rods were inserted.States-BarStainless steel. Additionally, the Stati-Tie system was used to stabilize and reinforce the wall joints.
  2. Anchor andTThe yagi “sewed” the joints of the walls, giving them the ability to withstand tensile loads.
  3. A special non-shrink mortar ensured perfect adhesion of the reinforcement to the wall material, restoring the integrity of the structure.

Control and monitoring: 3D technologies guarding stability

Particular attention was paid to monitoring in the project. The most vulnerable areas were identified in collaboration with the owner, wherehigh-precision 3D beacons.

Why is this necessary?

  • 3D control:Unlike conventional paper or plaster beacons, 3D systems record crack movement in three planes at once (width, shear, depth).
  • Forecast:Monitoring allows us to ensure that after the walls have been stitched together, the deformations have stopped and the building has stabilized.

Padvantages of the solution

  • The separate parts of the house now work as a single mechanism, adequately distributing the loads on the slab foundation.
  • The formation of new cracks and the development of existing ones has been stopped.
  • The entire work was completed within the masonry joints. After grouting, the house’s appearance remained unchanged—no steel channels disfiguring the façade.

The case in the Kharkiv region is a typical example of how modern engineering is correcting the mistakes of the past. The systemStati-Calallowed us to transform a “set of walls” into a reliable house, providing it with the rigidity that was not included at the construction stage.


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