Introduction
 

Theoretical Base of KF-aby

 

Test Results

 

Application Methods

 

Mercury Waste

 

Seismic Protective Structures

 

Kalmatron Product Listing

 

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KALMATRON KF-aßy

SHOTCRETE/STUCCO

These pictures depict the typical deterioration of concrete and masonry water-cooling facility structures by the radioactively contaminated water. 

The reason for this water contamination is not established.  In accordance with the project requirements, all three cooling loops are separated (see below).

Repair is done selectively by coating extremely contaminated concrete and masonry structures with a 25mm layer of KF-αβγ and a final coat of oil paint.  The preliminary probe of the area repaired with KF-αβγ reveals an annual reading of 1,576,800mrem or 1.8mSv/h till 0.25 mSv/h.  The superficial compressive strength is 350 Kg/cm2.

This is the water cooling pool at the end of the Third Loop of the Nuclear Plant with a pressurized water reaction system. 

The concrete is severely deteriorated and has lost it’s targeted resistance to radiation.  

The preliminary probe of the area repaired with KF-αβγ reveals an annual reading of 1,576,800 mrem or 1.8 mSv/hour till 0.25 mSv/hour.

This picture shows concrete protected with a KF-αβγ layer.  The surfaces used were selected because they showed the most extreme readings.

The final surface of the KF-αβγ layer is painted in accordance with specific regulations.

 The superficial compressive strength is 350 Kg/cm2.

 There is an as-yet unestablished source of radiation behind this off-shore wall.  After numerous probes and readings, the structure is being prepared for coating with a layer of KF-αβγ.

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