Electrode for determining the state of corrosion of metal renfor

Chemical apparatus and process disinfecting – deodorizing – preser – Analyzer – structured indicator – or manipulative laboratory... – Corrosion tester

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204404, 324700, 436 6, G01N 1704, G01N 1702, G01N 2726

Patent

active

054035503

DESCRIPTION:

BRIEF SUMMARY
BACKGROUND OF THE INVENTION

The present invention relates to an electrode for determining the state of corrosion of metal reinforcement in concrete constructions, this being in the form of a wire that is more electro-positive than the reinforcement metal and that is surrounded by insulation. The electrically active part of the wire is in electrolytic contact with the moisture in the concrete.
In principle, corrosion protection for the reinforcement in concrete constructions is produced by the high alkalinity of the concrete, because of which a rust-inhibiting passive layer forms on the surfaces of the reinforcement steel. Despite this, in recent years, damage caused by corrosion has been identified in reinforced steel constructions, mainly in communications (road) infrastucture such as bridges, this having been caused predominantly by the effects of salt. Apart from the effects of salt, the passive layer on the surface of the steel can also be destroyed because the concrete reacts with the carbon dioxide in the surrounding air and thus loses its alkalinity by the formation of carbonates.
The potential on the boundary layer between the steel and the concrete can be measured with the help of electrodes. In time, a constant potential that corresponds to the passivated state of the reinforcement (area of passivity) is formed on the reinforcement, manufactured and installed in the normal way, which has undamaged corrosion protection. If there is a change in the state of the cement mortar, which can lead to corrosion, it will be possible to identify a reduction of the potential. This reduction is particularly great in the case of reinforcement steel in which there are places that are corroding.
An even more reliable estimate of the probability of corrosion can be achieved by measurement of the potential after anodic polarization. A brief anodic galvanostatic DC pulse is applied to the reinforcement steel through one of the measurement electrodes, and the resulting change in potential is measured. In a zone that is free of corrosion, there will be a greater change in potential than is found in a zone with areas of corrosion.
DD 72398 describes an electrode of the type described heretofore, in which the electrically active area lies uncovered in the concrete and only the connecting wire that leads outwardly therefrom is enclosed by continuous insulation. However, it is difficult to incorporate the secondary electrode that is used in the measurement process parallel and at a defined distance from the reinforcement steel, as is described in DD 72398. Even in the case of subsequently tightened wire anchors it is difficult to avoid metallic contact between the electrodes and the reinforcement steel with any degree of certainty. Of course, point contact between the electrodes and the reinforcement steel or extreme closeness of these two elements, which could falsify the results obtained, would be cause for concern if it was desired to install the measurement electrode in the concrete together with any reinforcement steel.


SUMMARY OF THE INVENTION

It is the task of the present invention to extend the area of application of electrical monitoring of state of corrosion of reinforcement steel whereby monitoring electrodes are installed in any reinforced construction without any particular demands for the precision with which they are positioned.
According to the present invention, in order to solve this problem, it is proposed that insulation be so arranged along the total electrically active area of a wire of the electrode that it keeps this area at a distance therefrom reinforcement and is galvanically insulated from this.
The electrical properties of the material used for the insulation should as nearly as possible be identical to those of the concrete, for which reason, it would be quite possible to surround the wire with small concrete bodies before it is installed in the concrete. However, for reasons of easier production and mechanical strength, it is recommended that another material be used, which is similarly

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