Equilibrium Offices
Provided Service
Construction Design
Location
Bucharest
Awards
2nd Prize - AICPS Awards “Project of the Year” 2021
Coordinator
The investigated object is calculated for two constructions with height regime 2S + P + 11E + Et, generic name “Building 1”, respectively “Building 2”. The structures of the two buildings are independent, being separated by the seismic face in the superstructure and in the infrastructure. The editing of the ensemble is carried out in terms of conditions and phase: Phase 0 – Infrastructure of both buildings; Phase 1 – superstructure of building 1; Phase 2 – building superstructure 2.
Office spaces on current floors are designed and equipped in a way that should provide maximum flexibility of operation. Therefore, offices are like open spaces. The circulation is vertical in the superstructure is ensured by the main lift and the service lift (fire lift), as well as an internal escape ladder and two external escape stairs (with metal structure).
The construction of the infrastructure includes a general screed 160 cm thick for the area related to the superstructure and 100 cm for the area related to infrastructures exclusively. .
Office spaces on current floors are designed and equipped in a way that should provide maximum flexibility of operation. Therefore, offices are like open spaces. The circulation is vertical in the superstructure is ensured by the main lift and the service lift (fire lift), as well as an internal escape ladder and two external escape stairs (with metal structure).
The construction of the infrastructure includes a general screed 160 cm thick for the area related to the superstructure and 100 cm for the area related to infrastructures exclusively. .
Address
7 Fabrica de Glucoză Street, Bucharest
Architect
Architect ServiceContractor
Skanska Româniaclient
Skanska RomâniaMEP Design
MC General ConstructThe superstructure contains a vertical structural system with reinforced concrete walls to take over the seismic forces and reinforced concrete pillars, with an exclusive role in the transmission of gravitational loads.
At the same time, a console area with a maximum length of approximately 7m was made, starting with the floor above the 4th floor, made of post-tensioned reinforced concrete. The post-tensioned floors were made using a technological platform made of towers with a maximum height of 20m.
The horizontal structural system includes strips and capitals 30 cm thick (current level) / 40 cm thick (terrace) and reinforced concrete slab with a thickness of 18 cm (current level) / 20 cm thick (terrace).
The project also involved the construction of secondary structures, namely a canopy developed on approximately 950 sqm on the ground floor, made of lattice beams with a size of 700mm and a metal structure to support the elevated facade and support climbers utilities, at the level of the technical floor, on the perimeter of the construction.
Description
vertical structural system with reinforced concrete walls for taking over seismic forces and reinforced concrete pillars, with an exclusive role in the transmission of gravitational loads
post-tensioned reinforced concrete floor system with 40cm strips and 20cm slab for the building area of the Building 1
secondary structure: canopy developed on approximately 950 m2 on the ground floor, made of lattice beams and with a gauge of 700mm, metal structure with the role of supporting the raised facade
Features
Gross Area:
Number of Storeys:
Maximum Height:
Special Technologies:
30 691 sqm
2B+GF+11F+TehF
52 m
technological platform for the realization of post-tensioned floors, made of technological towers with a maximum height of 20m; metal stairs between the two buildings dimensioned so as to take over the horizontal forces coming from the console facade, the supporting structure of the facade being made entirely of metal.
Challenges
Realization of the console area, starting with the floor above the 4th floor made of post-tensioned reinforced concrete, with a maximum length of approximately 7m
Project manager
Collaborators:
Description
vertical structural system with reinforced concrete walls for taking over seismic forces and reinforced concrete pillars, with an exclusive role in the transmission of gravitational loads
post-tensioned reinforced concrete floor system with 40cm strips and 20cm slab for the building area of the Building 1
secondary structure: canopy developed on approximately 950 m2 on the ground floor, made of lattice beams and with a gauge of 700mm, metal structure with the role of supporting the raised facade
Features
Gross Area:
30 691 sqm
Number of Storeys:
2B+GF+11F+TehF
Maximum Height:
52 m
Special Technologies:
technological platform for the realization of post-tensioned floors, made of technological towers with a maximum height of 20m; metal stairs between the two buildings dimensioned so as to take over the horizontal forces coming from the console facade, the supporting structure of the facade being made entirely of metal.
Challenges
Realization of the console area, starting with the floor above the 4th floor made of post-tensioned reinforced concrete, with a maximum length of approximately 7m
Project manager
Collaborators: