Admixtures
In
concrete, a substance other than active and inert matter, added in small
quantities to the mix to alter its properties.
Admixtures
are additions to the mix used to achieve certain goals.
General Groupings of admixtures
Chemical Admixtures: There
are water soluble compounds added primarily to control setting and early hardening
of fresh concrete or to reduce the water requirements.
§ Air-entraining agents: These
are used primarily to improve freeze-thaw durability. Air entraining agents
entrains microscopic air bubbles in the concrete: when the hardened concrete freezes,
the frozen water inside the concrete expands into these air bubbles instead of
damaging the concrete. For example Vinsol resin and Dadex
Mineral admixtures: There
are finely divided solids to improve workability, durability, or provide
additional cementing properties. (i.e slags, silica fume, fly ash, and pozzolans).
Miscellaneous admixtures: The
admixtures that don't fall under the above categories.
Chemical Admixtures
Type A: Water-reducing (WR)
Type B: Set
retarding (SR)
Type C: Set
accelerating (SA),
Type D: WR +
SR
Type E: WR +
SA
Type F: High-range
water-reducing (HRWR)
Type G:
HRWR
+ SR
Water-Reducing
Admixtures
These
admixtures lower the water required to attain a given
slump,
thus lowering the w/c ratio. This will:
§ Improve
the strength
§ Improve
the water tightness (permeability)
§ Improve
durability.
Alternately
it may be used to maintain the same w/c ratio but increase workability for
difficult placement.
Typical
reductions in water requirements are 5-10%
There
are admixtures called "superplasticizers" or
"high range water reducers" which can reduce water contents by 15-30%.
The
water reducers induce the electronegative charges on the fine cement particles
allowing them to disperse more readily in the water. (similar to the use of
Calgon in hydrometer tests). This reduces the tendency for flocculation of the
cement particles in the paste.
Composition
Three
General Categories
1.
Salts and derivatives of lingo sulfonates.
2.
Salts and derivatives of hydroxyl carboxylic acids.
3. Polymeric materials.
Accelerators:are added to
concrete to
reduce setting time of the concrete and to accelerate early
strength. The amount of reduction in setting time varies depending on the amount
of accelerator used.
§ These
are used to increase the rate of strength gain of
the concrete.
§ They
are used to speed construction permitting earlier removal of formwork, earlier
finishing of surfaces, or earlier load carrying capacity.
§ These
also include admixtures for quick-setting applications, in a few minutes (like
shotcreting, plugging leaks and emergency repairs).
§ They
can also be beneficial for cold-weather concreting.
Composition
There
are 2 general Groups:
1.
soluble inorganic salts (CaCl2, carbonates, aluminates, fluorides,
and ferric salts)
2.
soluble organic compounds (triethanolamine, calcium formate, calcium acetate)
Calcium
chloride is the most popular choice due to low
cost and high rate of acceleration for a given dosage.
Retarding
Admixtures
Generaly
used for:
§ Offset
effects of high temperature which can
decrease setting time.
§ Avoid
complications when unavoidable delays may
occur between mixing and placing.
§ Resist
cracking of recently poured concrete due to
form deflection during successive pours.
The retarders slow the rate of early hydration of C3S
by extending the length of the dormant period. They
also tend to retard the hydration of C3A
phases
Composition
1. Salts and derivatives of
lignosulfonates.
2. Salts and derivatives of
hydroxycarboxylic acids.
3.
Sugars and their derivatives (a bag of sugar mixed in a truck of concrete can
stop the set in case of emergency!).
4. Inorganic salts.
Note 1&2 are also water reducers.
Effects
on Concrete Properties
1. Delay the set of the concrete.
2.
Because some are water reducers, they may increase the amount of entrained air.
3. Increase slump.
4.
They may increase the rate of slump loss though the set has been retarded thus
decreasing the time available for placing.
Admixtures
Reviewed by Engineer
on
09:17:00
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