2. INTRODUCTION
Ferro cement is a type of thin wall
reinforced concrete.
It is commonly constructed of hydraulic
cement mortar, reinforced with closely
spaced layers of continuous and relatively
small size wire mesh.
The mesh may be made of metallic or
other suitable material.
3. Mortar provides the mass and wire mesh imparts
tensile strength and ductility.
When building Ferro-cement structures the mortar is
applied to the reinforcing wire with a trowel, never
poured like common concrete work. Often a formwork
is used to provide the desiredshape.
It is a super reinforced concrete. It differs from
conventional concrete in this there is a higher ratio of
steel to cement mortar. By altering the cement/steel
ratio to make ferrocement, we actually produce a
material, which exhibits properties, superior to either
steel or cement separately.
4. HISTORY
Ferrocement originated in 1840’s in
France. The inventors of ferrocement are
Frenchmen Joseph Monier and Joseph-
Louis Lambot.
In 1875 they constructed the first steel
and concrete bridge.
6. MATERIALS USED IN FERRO
CEMENT
Cement mortar mix
Skeleton steel
Steel mesh reinforcement
7. CEMENT MORTAR MIX
ordinary Portland cement and fine aggregate
matrix are used
The matrix constitutes 95% cement mortar & 5%
wire mesh of the composite.
FA (sand), occupies 60 to 75% of the volume
of the mortar
Plasticizers and other admixtures are used
8. Sand: cement ratio (by mass)1.5 to 2.5
Water: cement ratio (by mass) 0.35 to 0.60
SAND
confirming to zone-I or Zone-II
free from impurities
WATER
Free from salts and organicimpurities
Minimum to achieve desiredworkability
pH equal or greater than7
9. WIRE MESH
Ferro cement is a relatively
material consisting of wire
meshes and cement mortar.
Wire mesh
In figure many types of wire
mesh are shown…….
The wire mesh is usually of
0.5 to 1.0 mm dia and it is
spaced at 5mm to 10 mm.
12. SKELETON STEEL
It supportthe steel wire mesh
3 to 8 mm steel rods areused
Thickness varies from 6-20mm according toloading
condition
Generally mild steel or Fe 415 or Fe 500 bars are used
Used to impart structural strength in caseof boats etc.
Reinforcement should be free from dust, rustand
other impurities.
13. STEEL MESH REINFORCEMENT
Consists of galvanized steel wires of diameter
0.5 to 1.5 mm, spaced at 6 to 20mm centre to
centre
Welded wire mesh has hexagonal or rectangular
openings
Expanded-metal lath is also used made from
carbon, glass etc.
14. DEVELOPMENT OF FERROCEMENT
This is a highly suitable material for precast
products, because of its easy adaptability
to prefabrication lesser dead weight of its
units cast.
The development of ferrocement depends
on suitable casting techniques for the
required shape.
15. CASTING TECHNIQUES
There are four methods of casting are
as given below :
a. Hand plastering
b. Semi-mechanised process
c. Centrifuging and
d. Guniting.
16. HAND PLASTERING
In this method the control thickness is
difficult and the minimum thickness of
section that can be casted works out to be
2cms.
The strength obtaind by this system will be
lower compared to other methods .
However the units can be cast by this
process and used in siuations where for
other improved methods do not exist.
These units can be used for pipes , storage
structures and gasholder units.
17. SEMI –MECHANISED PROCESS
This system is termed as semi-mechanised
because the mould can be rotated to
facilitate dashing of mortar.
This system is better than the earlier system
as better compaction .
The uniformity of this system is also better
than the earlier system.
The advantages of this system are that it
does not require any sophisticated
equipment or machinery
18.
19. CENTRIFUGING
The centrifuging process is commonly
adopted for the fabrication of cylindrical
concrete units.
Because of good compaction the
ferrocement pipe cast by centrifuging can
be used as pressure pipes.
20.
21. GUNITING
The process of guniting can be adopted
for applying the mortar to the wire mesh
system.
This process applied with experienced
gunman, can give good compact and
uniform surface.
This appears to be suitable process or mass
production of ferrocement prefabricated
units.
22.
23. PROPERTIES
It is very durable, cheap and versatile material.
Low w/c ratio produces impermeablestructures.
Less shrinkage and low weight.
High tensile strength and stiffness.
Better impact and punching shearresistance.
Undergo large deformation before cracking orhigh
deflection.
24. Tensile Strength of Ferrocement
Load taken by the ferrocement depends upon
the number of reinforcing mesh layers used in
ferrocement.
Increase in number of mesh layers also
improves ductility of ferrocement.
As the specific surface increases there is
increase in the tensile strength of ferrocement.
Orientation of mesh its thickness and spacing
of mesh are the main factors that responsible
for the specific surface.
25. ADVANTAGES OF FERRO CEMENT
The main advantages of ferrocement are as
given below :
i. Simple to construct.
ii. Lesser dead weight of the elements due to
their small thickness.
iii. Its high tensile strength.
iv. Less crack widths compared to conventional
Concrete.
v. Easy repairability, noncorrosive nature and
easier mouldability to any required shape.
26. DISADVANTAGES OF FERRO-CEMENT
Low shear strength
Susceptibility to stress rupturefailure
It can be punctured by collision with pointed
objects.
Corrosion of the reinforcing material due to
the incomplete coverage of metal bymortar.
It is difficult to fasten to ferrocement with bolt,
screw, welding and nail etc.
Tying rods and mesh together is especially tedious
and time consuming.
28. It is been used for
building boat .
Ferro cement boat
is 14 meter long.
which is
comparatively
cheaper than
reinforced concrete
boats.
It is also been
used for creating
man hole cover.
29. Ferro cement is
also been used for
making roofs.
It is also been
used for casting
benches , chairs
etc….
.
30. A.E. Naaman, ―Ferrocement and Laminated
Cementitious Compositesǁ, Techno Press
3000, An Arbor, Michigan, USA, 2000.
S. Wang, A.E. Naaman. and V.C. Li.,
“Bending response of hybrid ferrocement
plates with meshes and fibers,” Journal of
Ferrocement., Vol. 34 No.1, p. 275-288, 2004.
International Journal of Innovative Research
in Science, Engineering and Technology An
ISO 3297: 2007 Certified Organization Volume
3, Special Issue 4, April 2014
REFERENCES