Millennium Tower II (Bratislava)

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StatusCompleted
TypeOffice
LocationNové Mesto, Bratislava, Slovakia, Vajnorská 100/B, 831 04 Bratislava
Coordinates48°10′12″N 17°08′25″E / 48.169886°N 17.140195°E / 48.169886; 17.140195
Millennium Tower II
Interactive map of the Millennium Tower II area
General information
StatusCompleted
TypeOffice
LocationNové Mesto, Bratislava, Slovakia, Vajnorská 100/B, 831 04 Bratislava
Coordinates48°10′12″N 17°08′25″E / 48.169886°N 17.140195°E / 48.169886; 17.140195
Construction started2002
Completed2003[1]
Cost$16,000,000 (€14,300,000)
Height
Roof100 m (330 ft)[1]
Technical details
Structural systemConcrete
Floor count23[1]
Floor area22,600 m2 (243,000 sq ft)[2]

The Millennium Tower II (formerly known as Polus Tower II) is a high-rise office building in Bratislava, Slovakia. Standing at 100 m (330 ft) tall with a total of 23 floors, the building was inaugurated in 2003 and is part of the Polus City Center complex known as VIVO! Bratislava as of today.[3]

Architecture

The building is located in the Polus City Center complex and its total height is 85m above ground level. It has 21 above-ground floors with administration and one underground floor serving parking for up to 300 vehicles. The administrative building is constructed as a functionally independent object. It is intended for rent of 22,600 m2 of modern and high-quality office space. The main supporting system of the building is formed by a reinforced concrete core located approximately in the center of the building. Five high-speed elevators with a load capacity of 1,800 kg, stairs and sanitary facilities of the building are located inside the core.[4][5][6]

Flexible interiors were introduced in both buildings to meet the ever-changing demands of clients MillTower 1-2 Bratislava.[5]

Since the subsoil of the building consists of sandy clays, and clay gravels and the groundwater level is approximately -6.0 m below ground level, the structure is assembled on a symmetrically loaded base plate of 2.1 m thickness lying directly on the subsoil and a base plate of 0.6 m thickness lying on a compressible base that behaves like a bracket. The increase in the bearing capacity of the subsoil was ensured by the implementation of gravel piles.[7][5]

See also

References

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