Stopping the subsidence and deformations of the foundation slab with supporting columns

Stabilization of structures of the foundation
Category
Office and retail buildings
Object
Office center
Focus
Stopping uneven foundation subsidence and deformations of load-bearing columns
Location
Moscow
Time of work
2018 г.
The timing
3 days
TECHNOLOGY
DEEP INJECTION/SLAB LIFTING

Object:

2 - storey building, heated, without basement. The building has an irregular shape in the plan. The dimensions of the building in axes 1 - 9/A-E – 28,1x20,5 m.

Floor heights in the building in the light:

1st floor – 3.42 m;

2nd floor – 3.3 m;

The structural scheme of the building is a frame-link structure, with longitudinal and transverse load-bearing walls and internal metal columns and floor beams.

Method:

Deep injection.

Problem:

The construction of the foundation monolithic reinforced concrete inner plate began to subside unevenly. As a result, uneven deformation of the load – bearing columns located on the slab.

Task:

Stopping the sedimentary processes of the foundation slab.

Decision:

To solve this problem, a preliminary comprehensive survey of the foundation ground was carried out, the results of which confirmed the decompression of the foundation soil.

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