Actual Microscopic Analysis of VPI 580 in concrete
The following pictures are 50x Microscopic Photographs of steel reinforcement in concrete, taken by an Independent Laboratory (Bierrum Ltd) who prepared and tested these on QED's behalf.
This
sample below was taken from a 25cm x 25cm x 25cm cube, with a standard
steel rebar. The concrete was prepared with an average of 2% calcium
chloride % of weight per mass of cement.
It was untreated and
was left for 6 months exposed to normal weathering, before being cut
open and analysed. It shows severe corrosion to the the steel
reinfocement and massive structural weakening.
This
sample below was indentical in size, time and exposure to the sample
above, but had QED's VPI580 product inserted into the concrete
according to our standard treatment procedures. It shows no corrosion
to the steel reinforcement and remained in perfect structural condition.
Migration Verification
In
the above tests, it was found that QED's 580 product travelled at an
average rate of 147mm per day in regular density concrete. This was
calculated by testing samples of the concrete to detect the presence of
VPI vapour at intervals from the inserted 580 capsule. The presence of
VPI was discovered at a distance of 1 metre from the embedded capsule
after 7 days. The 3 components in the 580 will travel at different
rates (through differening vapour pressures), the fastest component
(i.e. the product that was detected at 1 metre with 7 days) being the
component that is included for short to medium term protection. It was
noted the longer term protection produced lower pressure, and was
detected at 0.75m in a period of 46 days.
The
above results are currently being verified by an Independent laboratory
in the UK and we aim to have the results available for inclusion on
this website in July 2008.