Statue of the Virgin Mary
Kikół, Poland
Tailored formwork brings a 55.6-metre sculptural structure to life
In Kikół, Poland, a 55.6-metre-high reinforced concrete statue of the Virgin Mary was constructed monolithically on site, including a viewing platform at a height of 15 metres. Complex three-dimensional geometry, demanding architectural concrete requirements and a tightly coordinated construction sequence called for tailored formwork engineering, pre-assembly and continuous technical support from Doka.
Building type
Monument
Challenge
Complex 3D geometry combined with architectural concrete tolerances of less than 1 mm.
No visible tie-rod holes despite demanding formwork and support requirements.
Four-day concreting cycles across changing structural geometries.
Doka Solution
3D-based engineering and CNC-manufactured special formwork.
A tailored support concept with WU16 walings and 26.5 tie rods provided the required rigidity and stability.
Pre-assembly, coordinated Doka systems and ongoing engineering support helped maintain the planned construction sequence.
The 55.6-metre-high statue of the Virgin Mary in Kikół, Poland, combines reinforced concrete construction with the geometry of a detailed sculptural form. The structure includes a viewing platform at a height of 15 metres and was built monolithically on site.
The formwork planning started with an approximately two-metre-high sculpture commissioned by the client. The model was digitally scanned and converted into a three-dimensional model, providing the basis for Doka's engineering. The resulting plans were translated into CNC-manufactured formwork elements.
Different sections of the structure required different formwork approaches.
Around 1,000 m² of pre-assembled formwork was used for the figure itself, accommodating formwork molds provided by a further project partner. Doka developed a dedicated support structure for the statue using WU16 walings and 26.5 tie rods. The formwork geometry was also optimised to reduce the effort required for initial assembly.
Large-area formwork Top 50 was used for columns, parapets and straight wall sections, while H20 formwork was applied to the curved rotunda walls. Framax formwork was used for covered elements. Approximately 300 tonnes of Ringlock scaffolding provided access and working areas, complemented by the Edge protection system XP.
Construction progressed in four-day concreting cycles, requiring close coordination between formwork engineering, pre-assembly and execution. Seven Doka specialists from multiple engineering disciplines supported the project through weekly coordination meetings, regular site visits and continuous technical support. When it really matters: our solutions make it work.
Project data
Year of completion
2026.
Project duration
2025-2026
Country
Poland
City
Kikół
Building owner
Grażyna and Roman Karkosik
Contractor
Wysowa Mosty