Column Substitution for Brandenburg Gate in Berlin, Germany
Structural Engineering Office
Ingenieurbüro für Statik
Dipl.-Ing. Jörg Sando, Weimar, Germany
Structural Analysis (Testing)
Prof. Frank Prietz, Berlin, Germany
Betrieb für Bauwerkssicherung, Klettbach, Germany
CARO Restaurierung und Technologie GmbH, Berlin, Germany
EBK Ingenieurbüro für Bauwerksdiagnostik, Weimar, Germany
Stiftung Denkmalschutz Berlin by order of
Senate Administration for Science, Research and Culture of Berlin
During the final days of the Second World War, a column segment of the Brandenburg Gate was severely damaged by grenade attacks. The Engineering Office J. Sando in Weimar developed a method by which it was possible to substitute the column segment. The special supporting structure needed for the substitution process was designed with RFEM.
Basic Technical Conditions
The structure load is transferred across masonry arcs into the columns. Lateral supporting is not possible without deconstruction. Engineer Sando has developed a method by which the load is redirected within the column. By constantly checking the force and displacement, it was possible to monitor the work steps all the time. Critical moments, of course, had to be excluded for this building.
Preparatory work for load increase was followed by mounting the hydraulic supporting structure step‑by‑step. The new center piece, which is exactly half of the column segment, was inserted after an intended vertical elongation of 0.6 mm. With both side parts it is now clearly discernible as the new segment. The chosen method was a great success.
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