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NEGA POLYPLEX
Polyplex is a specially
formulated, all-acrylic polymer emulsion, which can be used in GFRC mixes
to eliminate the necessity for seven-day wet cure.
Advantages
Until the
introduction of acrylic polymer, GFRC products required a seven-day cure
in over 95 percent humidity in order to ensure full curing of the Portland
cement. This usually meant building wet rooms were the product could be
stored in the required wet environment.
Where manufacturing
was done in an enclosed building, the provision of a curing area resulted
in the loss of valuable production space. Where manufacturing was essentially
performed outside, the provision of a satisfactory curing area was difficult,
if not impossible.
Polyplex
polymer eliminates the need for the wet curing period and the associated
costs of curing areas and lost production space. These cost savings more
than offset the added cost of incorporating Polyplex in the mix.
Polyplex
provides added workability to the GFRC mix and, particularly better adherence
to vertical mold surfaces, so reducing the tendency of the wet mix to
slide. It is suitable for use with both white and gray Portland cements.
Polyplex
does not yellow when weathered, and so it will not discolor panel finishes,
as some acrylic polymers can do.
Principals of
the Polyplex polymer curing effect
Because it is thin,
compared to conventional concrete (one half inch compared to three inches
or thicker), GFRC without polymer can lose water by evaporation too
quickly. GFRC composites had to be stored in a wet environment to maintain
sufficient water in the composite and ensure complete hydration of the
cement.
Polyplex
when added to GFRC mixes at the recommended level, does not change the
hydration process of Portland cement. Its the function is to reduce
permeability during the first few hours of cure, first on the surface
by forming a sealing film and then within the composite. This reduced
permeability in the composite significantly lessens the loss of water
by evaporation, facilitating the full hydration and cure of the Portland
cement. Excessive loss of water during curing, to such an extent that
theres not sufficient water remaining to fully hydrate the Portland
cement, will result in low cement and composite strengths. Further,
there are no remedial procedures that will retrieve the composite strengths
if the initial cure is not done correctly.
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