About High Performance Concrete :- :-
High performance concrete (HPC) is that
which is designed to give optimized performance characteristics for the given
set of materials, usage and exposure conditions, consistent with requirement of
cost, service life and durability.
The American Concrete Institute (ACI)
defines HPC ‘‘as Concrete
which meets special performance and uniformity requirements that cannot always
be achieved routinely by using only conventional materials and nominal mixing,
placing, and curing practices.” The performance may involve enhancements of
characteristics such as placement and compaction without segregation, long-term
mechanical properties, and early age strength or service life in severe
environments.
High performance in a broad manner can
be related to any property of concrete. It can mean excellent workability in
the fresh state like self-leveling concrete or low heat of hydration in case of
mass concrete, or very rigid setting and hardening of concrete in case of
sprayed concrete or quick repair of roads and airfields, or very low
imperviousness of storage vessels, or very low leakage rates of encapsulation
containments for contaminating material.
Also, the concrete must have a
durability factor greater than 80 after 300 cycles of freezing and thawing to
meet their definition.
"All high-strength concrete is
high-performance concrete, but not all high-performance concrete is
high-strength concrete," says Henry G. Russell, consulting engineer and former
chairman of the American Concrete Institute's high-performance concrete
committee. High-performance concrete (HPC) is not one product but includes a
range of materials with special properties beyond conventional concrete and
routine construction methods.
Any concrete which satisfies certain
criteria proposed to overcome limitations of conventional concretes may be
called High Performance Concrete. It may include concrete, which provides
either substantially improved resistance to environmental influences or
substantially increased structural capacity while maintaining adequate
durability. It may also include concrete, which significantly reduces
construction time to permit rapid opening or reopening of roads to Traffic, without compromising
long-term serviceability. Therefore it is not possible to provide a unique
definition of High Performance Concrete without considering the performance
requirements of the intended use of the concrete.
General Characteristics Of High Performance Concrete
1.
High strength
2.
High early strength
3.
High modulus of elasticity
4.
High abrasion resistance
5.
High durability and long life in
severe environments
6.
Low permeability and diffusion
Durability Characteristics
The
most important property of High Performance Concrete, distinguishing it from
conventional cement concrete is it’s far higher superior durability. This is
due to the refinement of pore structure of microstructure of the cement
concrete to achieve a very compact material with very low permeability to
ingress of water, air, oxygen, chlorides, sulphates and other deleterious
agents. Thus the steel reinforcement embedded in High Performance Concrete is
very effectively protected.
As
far as the Resistance to
freezing and thawing is concerned, several aspects of High Performance Concrete
should be considered. First, the structure of hydrated cement paste is such
that very little freezable water is present. Second, entrained air reduces the
strength of high performance concrete because the improvement in workability
due to the air bubbles cannot be fully compensated by a reduction in the water
content in the presence of a super plasticizer. In addition, air entrainment at
very low water/cement ratio is difficult. It is, therefore, desirable to
establish the maximum value of the water/cement ratio below which alternating
cycles of freezing and thawing do not cause damage to the concrete.
The
abrasion resistance of High Performance Concrete is very good, not only because
of high strength of the concrete but also because of the good bond between the
coarse aggregate and the matrix which prevents differential wear of the
surface. The absence of open pores in the structure zone of High Performance
Concrete prevents growth of bacteria. Because of all the above- reasons, High
Performance Concrete is said to have better durability characteristics when
compared to conventional cement concrete.
Aggregates
Coarse
aggregate is one of the most important materials in HPC. The following are some
general guidelines to be considered when selecting a coarse aggregate for use
in the production of HPC. These include limiting the maximum size of the
aggregate to less than 1 inch, which ensures good compatibility. The use of
coarse aggregate with lower percent voids results in the production of high compressive
strength concrete because the mixing water can be reduced and still maintain
good workability.
Smaller
maximum size aggregates are typically needed to ensure a high mortar to
aggregate bond. Smaller size aggregate also allows for closer spacing between
reinforcing steel. It has been found that the use of a coarser gradation of
coarse aggregate often results in the achievement of higher compressive
strength concrete as a result of being able to use less mixing water while
ensuring the same workability. A general guideline developed by ACI Committee
211 suggests that for concrete less than 60 MPa compressive strength, use ¾ to
1 inch maximum size aggregate. For concrete compressive strength greater than
60 MPa, use 3/8 to ½ inch size aggregate.
Curing
Durability
of concrete is dependent on many things materials, batching, handling, placing,
finishing, and curing. Curing is the protection provided to new concrete to
assure the desirable characteristics of the concrete are maximized. Proper
curing provides an environment for the concrete; this means keeping the
concrete at the proper temperature and moisture conditions to maximize the
hydration of the cementitious materials. Thorough hydration provides many
enhancements to concrete properties including improved strength gain, reduced
permeability, improved freeze-thaw resistance, and reduced plastic shrinkage
cracking. Yet, knowing all this, curing is often treated as a secondary
operation. As noted in the Introduction to this Section, the success of HPC is
dependent on increased attention to detail. Nowhere is this more evident than
with curing. As HPC technology and the increased use of supplementary
cementitious materials moves forward, proper specifications for curing HPC,
followed by improved curing practices during construction, must be implemented.
Conclusion
The
design of HPC is met when materials are optimized to produce a strong durable
concrete.
The
water, cementitious materials, aggregates and chemical admixtures all need to
be proportioned effectively to deliver the mix with the most desirable
properties for placement, finishing, curing, and hardened condition.
The designs are not cook book and in most
cases require that the mix be trial batched to compare the fresh and hardened
properties. As mentioned earlier in this section, the designer needs to be innovative
with his materials and the proportioning of these materials.
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