Construction of the TAZ Publishing Building in Berlin: International DSI Cooperation for fast Construction Progress

TAZ Berlin, the daily newspaper, is constructing a new publishing building on Friedrichstrasse in the center of Berlin. This building is a 7-level administration building with special structural features. The exterior frame of each slab (from the slab above the ground floor up to the slab above level 7) is formed by monolithic post-tensioning girders.

These girders were post-tensioned using 141 Type 6-04, SUSPA Systems Post-Tensioning Tendons in oval ducts in accordance with ETA – 13/0839 approval. For static design reasons and for fire protection, common monostrand tendons could not be used in this case. Precast elements were placed in these frames, forming the slab.

The precast elements – ribbed slabs – were produced in a Polish precast concrete plant and were longitudinally post-tensioned using 162 Type 6-03, SUSPA Systems Tendons (length 11m each) and 56 approx. 9m long Type 6-02, SUSPA Systems Tendons. Post-Tensioning was carried out by DYWIDAG-Systems International Sp. z o.o., Poland.

The technical challenge consisted in having to place, tension and grout the tendons in very limited space conditions. This resulted from the special design of the concrete supports that are X shaped and are joined in steel joint connections. The tendons had to be placed through these joint connections. The crew only had two to three weeks per level to install, tension and grout the tendons.

Thanks to the efficient co-operation of the DSI units Germany and Poland, the 12t of tendons were successfully installed within the given time frame.


TAZ, die Tageszeitung Verlagsgenossenschaft eG, Germany

General Contractor

SMV Bauprojektsteuerung Ingenieurgesellschaft mbH, Germany


HOCHTIEF Infrastructure GmbH, Germany

Subcontractor Post-Tensioning

DYWIDAG-Systems International Sp. z o.o., Poland


Schnetzer Puskas Ingenieure AG, Switzerland

Consulting Engineers

GuD Planungsgesellschaft für Ingenieurbau mbH, Germany


PICHLER Ingenieure GmbH, Germany


DYWIDAG-Systems International GmbH, BU Post-Tensioning, Germany, DYWIDAG-Systems International Sp. z o.o., Poland


Production, supply, installation


56 Type 6-02 Tendons, 162 Type 6-03 Tendons and 141 Type 6-04 Tendons


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