Fully automated quality control system for CRC components
Project data
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Titel | Title |
Short description
Monitored yarn placement
The precast industry has been working intensively on the subject of carbon reinforced concrete for around five years. Numerous production tests have already been carried out in many precast plants and the first products have been converted from steel reinforced concrete to carbon-reinforced concrete. The thin construction method promises material savings and cost reductions.
However, this construction method is also associated with new challenges. With the reduction in component thickness, the issue of accuracy becomes more important. For 20 cm thick components, 5 mm deviation of the reinforcement layer from the planned reinforcement layer is acceptable. With 3 cm thick components, however, even minor deviations of 2 mm can significantly impair the load-bearing capacity. Processes and technologies must therefore be developed and implemented that enable greater accuracy than previously possible in the industrial manufacture of mass-produced concrete products.
Surface scan of yarns
This is precisely where the project comes in: The aim is to significantly reduce quality fluctuations in the production of finished and semi-finished carbon-reinforced concrete parts. By implementing comprehensive, continuous and fully automated process monitoring directly in the precast plant, the aim is not only to improve quality, but also to significantly increase the cost-effectiveness and ecology of these processes.
At our institute, requirement profiles were derived from current regulations. The aim is to limit quality fluctuations in the production of finished and semi-finished carbon-reinforced concrete parts to an acceptable level. Among other aspects, manufacturing accuracy and load-bearing capacities were evaluated. The results of the investigations were incorporated into the adjustment of the processes and process monitoring.
As a result of the work, it is now possible to predict quality fluctuations in the final product already during the production process and to correct process parameters at an early stage so that fluctuations in the final product are reduced. The findings from the project shall be incorporated into the new version of the DAfStb guideline “Concrete Components with Non-Metallic Reinforcement”.