Admixtures
Anything added in concrete other than binding Material, fine
aggregate, coarse aggregate and water in order to modify its properties are
termed as admixture
Admixture are further classified as
1 Chemical admixture
2 Mineral admixture / Pozzolona's
Chemical Admixture
1. Plasticizers( water reducers)
2. Super Plasticizers
3. Retarders
4. Retarding plasticizers
5. Accelerators
6. Accelerating
plasticizers
7. Air entraining admixture
1. Plasticizers( water reducers)
It is a mixture of organic and inorganic substances which
permits the reduction in water cement ratio at same workability on offers higher
workability at same water cement ratio in either of the case it provides high strength
concrete on highly workable concrete
These plasticizers act as a deflocculating reagent hence gets
adsorbed over the cement particle carries out repulsion between them thereby
makes the entrapped water free from the voids which participate in the
hydration process and modify the property of concrete Dose of plasticizer
varies in the range of on 0.41% by wt. of cement at which they can permit reduction
in water content by 5-15% or increases
the slump value by 30-150 mm
Commonly used plasticizer includes
·
Lignosulphate
·
Polyglycolester
·
Carbohydrates
·
Hydroxylated carboxylic acid
NOTE
Action of plasticizers includes
·
Dispersion
·
Retarding affect
Many research explains the working of plasticizer as follows
·
Reduction in surface tension of water
·
Induced electrostatic repulsion between particles
·
Lubricating film between the particles
·
Dispersion of cement grains releasing water and air
trapped between the particles
·
Inhibition of surface hydration reaction
·
Change in the morphology of hydration particles
·
Induced steric hindrance preventing particle to
particle content
2. Super Plasticizers
Super
plasticizers are same as that of plasticizers in terms of their action but are chemically different from plasticizers
The effect of
super plasticizers is comparatively more than that of plasticizer such that for
same dose they can permit the reduction of water content upto by 30%
Their application
is same as that of plasticizers
Commonly
used super plasticizers includes
·
Modified lignosulphate
·
Sulphonated Malanic formaldehyde( SMF)
·
Sulphonated Napthalene formaldehyde( SNF)
3. Retarders
These are the
admixtures which slows down the chemical process of hydration so that concrete
can remain workable for more duration
They can also be
used to overcome the effect t of acceleration temperature over the hydration
process Their normal dose in range of 0.05-0.02% by wt. of cement at which they
can delay the hydration process upto 72 hrs
They find their
application where transportation period required is more and in the casting of
oil well (where temp may go upto 200 OC )
Commonly used
retarder includes
·
Calcium sulphate
·
Tartaric acid
·
Starch
·
Cellulose
·
Sugar
4. Retarding plasticizers
Plasticizers also act as retarders as they
form the layer over cement particles and delay the hydration process
Thereby acting as
retarder One must be very careful in the selection of such retarding admixture
as their improper dose may impart undesirable properties in concrete
Retarding
plasticizers or super plasticizers category of admixture is often used in ready
mix concrete RMC
5. Accelerators
These are the
type of admixture which increases the rate of hydration
They find their application in
·
Pavement construction
·
Pre fabricated structures
·
Cold weather concreting
·
Where form work is to be re used for speedy
construction
Their normal dose
varies in the range of 0.1-O.2% of wt. of cement
Commonly used accelerators includes
·
Calcium Chloride
·
Silicates
·
Fluro silicates
·
Tri-ethanol amine
6. Accelerating plasticizers
These admixtures
are added to accelerate the strength development of concrete via higher
workability Such accelerating plasticizers when added to concrete increases
rate of development of higher strength
The accelerating materials added to the
plasticizer and superplasticizer are
·
triethanol amine,
·
calcium nitrate ,
·
nitrates and fluro silicates, etc.
7. Air entraining admixture
These are the
type of admixture which entrain millions of air bubbles in voids of concrete
which act as flexible ball bearing and slip pass over each other thereby modify
almost every property of concrete
These are now
days used as fifth ingredients in the preparation of concrete
Commonly used air entraining admixture
includes
·
Aluminum powder
·
Hydrogen peroxide
·
Plants and animal fatty acid
·
Natural wood resin
·
Oelic acid and ferric acid
These admixture effect following properties
Ø
Increase resistance of freezing and thawing
Ø
Increases workability
Ø
Reduces strength
Ø
Reduces tendency of segregation and bleeding
Ø
Decreases permeability
Ø
Increases resistance to chemical attack
Ø
Reduces unit weight and alkali aggregate reaction
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