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Arena Gorzow sports and entertainment hall

Arena Gorzow sports and entertainment hall: A structure made with reinforced concrete technology featuring a steel roof weighing almost 300 tons.

About the project

Project category

Sports & Recreation

Company

Fort Polska Sp. z o. o.

Location

Poland

Images

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Project in numbers

Seats

5,069

Steel

300 tons

Trimble products used

Tekla Structures

About the project

The sports and entertainment hall is a multifunctional building with a leading entertainment and sports function. The facility will also serve as an exhibition fair and show venue, allowing for organizing artistic, stage, and socio-political events. 

The maximum number of spectators in the stands in the main hall will be approx. 5,069 seats, including approx. 26 seats for the disabled in wheelchairs. In addition, a training room was designed with a stand for approx. 121 seats. The total number of seats in the stands in the sports and entertainment hall is approx. 5,210.

Arena Gorzów meets the standards of sports federations for organizing sports events at the international level, e.g. basketball, handball, volleyball, and futsal.

The building is made of reinforced concrete technology with a steel roof over the main and training pitches.

Steel technical platforms were suspended from the roof structure.

Due to the large spans of the structure, the roof covering was designed on purlins and lattice girders. Welded steel trusses are made of HEA, HEB profiles, and rectangular pipes. Due to the large spans, the girders and purlins have assembly joints where the shipping elements are connected with bolts. At the level of the upper and lower chords, braces have been designed to transfer horizontal forces from the wind and stabilize the structure during assembly. Lattice purlins are based on girders, steel beams embedded in reinforced concrete walls, and steel edge beams based on columns.

The lattice girders are based on reinforced concrete columns with anchors and are connected to them with anchors (exposed from the columns or glued in). Short steel elements made of I-beams were welded to the bottom of the steel frames, and their purpose was to transfer horizontal forces to the reinforced concrete structure.

The roof design also includes the possibility of suspending winches.

The total weight of profile steel used for the entire facility is almost 300 tons.
 

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