Our Formula - Your Solution

The structural condition analysis clearly showed what reconstruction measures were required: closing and bonding of moist to wet, partly pressurized water-bearing leaks obtaining structural strength and filling of cavities at temperatures of up to +1 °C by means of injection.
A glance at part 2, tables 6.2 to 6.4, of Concrete Repair Guideline Rili SIB 2001 shows the specific application ranges and conditions for crack filling materials. According to this guideline, the reconstruction objectives and the actual conditions on site are incompatible. A reconstruction is simply not possible in case of a strict interpretation of the regulations.
In simple terms, either stabilization obtaining structural strength or a wet environment or “only” “flexible” sealing and closing of cracks if these are wet. And the weather conditions highly unfavorable for such tasks have not even been accounted for.
These regulations obviously do not cover our objectives and the actual conditions, which is why a special solution is called for.
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