GEODETIC SUPPORT FOR A COMPLEX OF WORKS ON SURVEYING BUILDINGS DAMAGED BY MILITARY ACTIONS USING THE EXAMPLE OF THE RESIDENTIAL COMPLEX "DYNASTY" IN KYIV

Abstract

part in the restoration of buildings
and structures that were destroyed
due to Russian aggression. The article
examines a typical example of the
destruction of a multi-story residential
building located in the residential
complex “Dynasty” in Kyiv.
The building is constructed using a
frame-monolithic design. The spatial
rigidity of the building is ensured by the
joint work of the monolithic reinforced
concrete core together with monolithic
reinforced concrete pylons and flat
slabs. The load-bearing elements of
the building are pylons 250 mm thick,
monolithic reinforced concrete walls
and stiffening diaphragms 250 mm
thick and technical floor columns with a
cross-section of 310x250 mm. The pitch
of the load-bearing vertical structures
is 3.0 m and 6.0 m. It should be
noted that the stiffening core (elevator
shafts and stairwell) is offset from the
center of the building. Each floor has 6
residential apartments (1-3 rooms).
The development of further actions
to eliminate the consequences and
restore the residential building was preceded by a
technical inspection of the object. The preliminary
inspection included a visual examination of the
building structures and a geodetic survey of the
spatial position of vertical and horizontal loadbearing
structures in order to implement priority
measures to prevent the collapse of damaged and
destroyed structures. During the detailed inspection, a
comprehensive set of tasks was performed, including:
studying project materials, photo documentation
and detailed review of visible damage, geodetic
monitoring of deformations, investigation of material
strength, and the development of technical solutions
for the restoration of the building.
Each stage of the building inspection included
geodetic support, allowing for the provision of timely
information about the current state of the building at
each stage.