Mr. Manoj Didwania (B.E
Civil, PGDCTM-CEPT, MBA-OM, IGBC-AP, CIPP) Senior Manager, Adani Total Gas Ltd
Manoj Didwania is a
Construction Professional with more than 18 years’ experience in all phases of
Project Life Cycle having expertise in Estimation, Procurement, Procurement,
Contract Management and Planning. His research interest includes Supplementary
cementitious Material (SCM), Sustainable and Green Buildings, Cost effective
and durableconstruction Material.
For further details kindly
contact: manojdidwania1984@gmail.com
The article is talks about
to the use of Macro Synthetic Reinforcement Fibre (MSRF) as the full/Partial
replacement of Steel Reinforcement for Concrete Pavement and Floor. This
article starts by reviewing the conventional way of Concreting of Pavement and floor
with Steel reinforcement with its advantage and disadvantage. This Articles
later talk about the Case study where 100% replacement of steel reinforcement
was done by Macro Synthetic reinforcement fibre (MSRF) for the Concrete
Pavement where the Load requirement was 12 T/m2. Article will suggest about the
process, steps, practical application, limitation, advantages of using MSRF for
Concrete pavement which was experience and observe during the Case Study. In
today’s world where sustainability in construction is core issue, the MSRF
plays important role to reduce the embodied carbon and Co2 Emission.
WHAT
IS SYNTHETIC REINFORCED FIBERS
Synthetic fibers are
manufactured from materials such as acrylic, aramid, carbon, nylon, polyester,
polyethylene, or polypropylene. The use of synthetic fibers has been increasing
at a steady rate in the past couple of decades. Fibres have been used for
thousands of years in mortar construction. With the latest manufacturing
techniques, we can take modern synthetic materials and turn them into highly
engineered short fibres which act like small reinforcement bars in concrete.
Dependent on the application these fibres range in length.
Classification
of Micro and Macro Synthetic fibres
 a) Micro Synthetic fibre b) Macro Synthetic
fibre
Macro synthetic fibres are
defined in EN 14889 – Part 2 Fibres for concrete – Definitions, specifications
and conformity and are broadly classified into two Classes.
Class I: Micro Fibre
<0.30mm in diameter are fine hair like fibres typically between 6mm and 12mm
in length. Micro synthetic fibres do not provide any post crack ductility. They
do not control cracking of hardened concrete and cannot be used in lieu of
other reinforcement. They cannot be considered in the structural design of concrete.
Class II: Macro Fibre
>0.30mm in diameter are short discreet elements (like a tooth pick) and
typically between 30mm and 65mm long. Macro synthetic fibres increase the
ductility of concrete, improving the post-cracking capacity and can be used as
the sole reinforcement in many concrete structures
However, macro synthetic
fibres can be used to provide the concrete with significant post-cracking
capacity and hence can be used in some designs based on plastic analysis, such
as for ground-supported slabs and for rock support using sprayed concrete.
Design approaches are not as well developed as for steel fibres (see separate
entry Design/Approach/Steel-fibre-reinforced concrete), though in many cases
the same methods are used, making allowance for the differences in the
stress:strain behaviour and in the long-term performance.
COMPARISON
WITH STEEL FIBRES AND MACRO SYNTHETIC FIBRES
In the beginning, steel
fibres were mostly used as a substitute for secondary reinforcement or for
crack control in less critical parts of the construction. However, over time,
SFRC came to be applied in many different construction applications, such as in
tunnel linings, ground support in mines, floors on grade, floors on piles and
prefabricated elements, to the point where, nowadays, steel fibres are widely
used 'as the main and unique reinforcement for industrial floor slabs,
shotcrete and prefabricated concrete products. Steel fibres are also now being
considered for many structural purposes contributing to the construction 's
strength, stability and durability.
Macro-synthetic fibers,
have lower tensile strengths and Modulus of Elasticities than steel fibers but
will have a much higher fiber count across a potential crack. In effect, the
total strength across a crack should be equivalent. This strength is also
dependent on the ability of the fiber to bond to the concrete matrix itself.
MSF is non-magnetic and non-corrosive making it a very attractive option for
exterior paving projects where aesthetics and safety may be a concern. As MSF
is mixed, it also becomes somewhat pliable and will not be as abrasive or
harmful to pumping lines and equipment.
Synthetic fibres are
usually much cheaper than steel fibres, in direct cost comparisons and also
because a far lower density of synthetic fibres than steel are required in the
concrete mix.
For example, for container
combi slabs the density of synthetic fibres required in concrete is around
maximum ranges to 3 kg/m3 compared with 35 kg/m3 for steel fibres. So, if the
synthetic fibres cost Rs 1500 /m3 and steel fibres cost Rs 3500/m3, there’s a
whopping saving of Rs 2000/m3.
CASE
STUDY (PRACTICAL APPLICATION)
In this project which we
are referring, we used Macro Synthetic fibre for the Concrete Pavement where we
replace the steel reinforcement 100% with MSF. The first thing we did as the
procedural work is to get the Load calculation being done to identify right
dosage for the applied Load. Most important aspect for any project we want to
apply the MSF is that the design calculation shall be vetted by structural
consultant.
All quality checks and test
certificate from recognised Institute were reviewed prior to selection of right
kind of Macro Synthetic fibre and their past projects feedbacks were taken to
build confidence within the team for surety of Execution
Batching
and Mixing of Concrete Containing MSF
MSFs can be added to the
concrete at a ready-mix plant during batching and mixing, or it can be added to
the ready mix transit concrete truck at arrival on site. In either case, checks
should be made to ensure proper fibre dispersion throughout the concrete. If
the fibres are mixed at site, the concrete mix should be mixed for at least
five minutes at maximum mixing speed of the transit mixer to disperse the
fibres throughout the load of concrete.
Most challenging task for
the project execution team was mixing the fibre in the 1 bag Mixer, as using the
mixer in the batching plant the perspective was it will be more controlled and
quality Concrete.