TU Dresden
RWTH TU Braunschweig Universität Kassel TU Darmstadt Leibniz Institut Universität Hamburg

Seedfund-Projekt E02 + C02

Adhesives on demand: Detachable joints for thin CRC components with magnesium oxychloride cement

Using digital manufacturing techniques, carbon concrete can achieve a high degree of prefabrication and produce thin-walled, more material-efficient components, making it ideally suited for modular construction methods. For the widespread use of carbon concrete in construction practice, joining techniques that ensure a force-fit bond between prefabricated components are therefore necessary. In addition to mechanical fasteners, such as anchors and bolts, epoxy resin adhesives and mineral-based mortar adhesives are primarily used for this purpose. A key challenge for all systems lies in the non-destructive removal of the connections at the end of their service life.

In this Seed Fund project, we are investigating the use of alternative cements as dissolvable adhesives for carbon concrete components. The corrosion resistance of carbon reinforcement enables new material combinations in this context that are not feasible in conventional reinforced concrete. For the first time, Sorel cement—a chloride-containing magnesia cement—is being investigated as a rapid-setting mineral adhesive for carbon concrete. In addition, its selective dissolution in the adhesive joint through an acidic environment is being tested—based on the “debonding on demand” principle.

Associated with subprojects TP E02 and TP C02.

Team

Research Associate
Julius Scheel
Dipl.-Ing.
Technische Universität Dresden
Institute of Construction Materials
01062 Dresden (Germany)
Research Associate
Eduarda Dilkin
M.Sc.
RWTH Aachen University
Institute of Structural Concrete, Mies-van-der-Rohe-Str. 1
52074 Aachen (Germany)

Veröffentlichungen | Publications

Scheel, J.; Dilkin, E.; Liebscher, M.; Classen, M. (2026) Sorelzement als schaltbares Bindemittel für lösbare Fertigteilverbindungen und Bewehrungsstöße im Carbonbetonbau in: Beton- und Stahlbetonbau – DOI https://doi.org/10.1002/best.70206