Location Of Reinforcement By Induction-Thermography

Ing. Bernd Hillemeier

doi:10.1117/12.946154

20 March 1985 Location Of Reinforcement By Induction-Thermography

Ing. Bernd Hillemeier

Proceedings Volume 0520, Thermosense VII: Thermal Infrared Sensing for Diagnostics and Control; (1985) https://doi.org/10.1117/12.946154
Event: 1984 Cambridge Symposium, 1984, Cambridge, United States

Abstract

Despite careful detailed planning of reinforced concrete structures, technical installations must subsequently be anchored in the concrete. The longer the time between the planning and completion of the structure, the greater is the expense and the more dependent the structure is on the further technical development of the installation. In power station construction, for example, one expects to have to install several hundred thousand anchorages for each station. The reinforcing rods should not be damaged during the necessary drilling work. Each damaged rod must be checked to ensure that the safe loadbearing properties of the structure are not impaired. A method which shows the exact position of the reinforcement in the concrete, considerably reduces the incidental and consequential costs of drilling work (Figure 1).

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Ing. Bernd Hillemeier "Location Of Reinforcement By Induction-Thermography", Proc. SPIE 0520, Thermosense VII: Thermal Infrared Sensing for Diagnostics and Control, (20 March 1985); https://doi.org/10.1117/12.946154

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