BONDING OF NEW CONCRETE TO OLD
How to Bond New Concrete to Old Concrete?
The
main points to be noted in the bonding of new to old concrete are the following:
If the bonding of old and new concrete is not satisfactory,
with differences in shrinkage of the old and new materials, the joint
separates. Faulty joints result in the weakening of the whole structure and make
it possible for water to percolate through these joints. Oil, grease, dirt,
clay, scum, etc. must not be allowed to come into contact with the surface of the
older concrete against which the new is to be placed, as these substances
prevent good adhesion. As a rule,
concrete should be carried out as continuously as possible but, as
interruptions are inevitable, the following points should be observed.
Case
(i).
Where the concrete against which the new concrete is to be placed is not more
than four hours old. At the end, where work is stopped as a layer a
"laitance" film is usually formed, this being a chalky mass of
non-cohesive material, loose in texture. It is actually very fine cement in the
presence of an excess of water and it results in poor adhesion of new to old
work.
It is, therefore, essential
that this shall be removed before placing the new concrete against the old. One
of the methods is to fill the forms slightly more than required and the excess
is removed before the next concreting. This results in the removal of the poor
concrete. This should be done not later than 4 hours after it has been placed
in position.
An alternate method for
joining to the fresh concrete surface, when the concrete has set but not hardened
(is not more than 4 hours old), is by spraying the surface with a fine spray of
water and brushing with a stiff brush to remove the outer mortar and expose the
larger aggregates without disturbing them.
The new concrete is then
added, the mix being sufficiently plastic to enable it to flow sluggishly in
position when tamped. If the mix is too dry, the concrete at the bottom of each
layer will be porous and if it is too wet, there may be segregation of the
aggregates and the formation of laitance, and the work will shrink excessively
on setting and hardening.
Case
(ii). Where the old concrete has been in position for more
than four hours but less than three days. In this case, the laitance should be
removed as before; the old work brushed with a steel wire brush and thoroughly
washed with clean water to remove loose particles, dirt, dust, etc. Cement
mortar of composition similar to that in the concrete mix, excluding the large
aggregate, should now be applied in a plastic consistency and thickness of
about 12 mm (1/2 inch).
The new concrete is then
placed upon this mortar grout and well punned towards the joint. Some prefer to
use a neat cement slurry at the rate of 2.75 kg of cement per sq.m. instead of
the above mortar.
Case If the
concrete is too hard and where the above treatment is not practicable, sandblasting or a needle gun must be used to remove the surface skin and laitance.
Hacking of the hardened surface should be avoided as much as possible.
Notes:
1. In the case of rapid
hardening cement, the same methods can be adopted, but, owing to the rapidity
with which hardening takes place, chipping is necessary for bonding to concrete
over 24 hours old. On no account, must aluminous cement be bonded to ordinary
cement concrete which has only partially hardened or vice versa, since interaction may occur which will greatly reduce the strength. If, however, the
old work has hardened thoroughly, there is no objection to bonding it with a
different type of cement.
2. Nowadays there are
latex-based concrete chemicals that will assist in bonding new concrete to old
concrete as used in the repair of concrete.
How to Bond New Concrete or Plaster to Old Surfaces
The old practice of bonding
new concrete or plaster to old concrete or plaster surface was to chip the
surface at close intervals to ensure bonding as in plastering of the ceiling in
under the surface of slabs. This is not only laborious but can also damage the old
structures. Instead, we can use the latex-based concrete bonding chemicals by
making a slurry of cement with these chemicals and applying it to the surface
to be repaired to act as a bonding surface.
Minor leakages in small
water tanks and sumps can also be repaired by coating the walls with a slurry
made of waterproofing agents, cement and latex-bonding chemicals.
3. Another method of
designing two-stage works (such as concreting a fixture to a slab after the
slab has been cast and cured) is to concrete the initial part using the lost
formwork
What is Lost Shuttering?
Lost shuttering is
different from temporary shuttering is left with the cast concrete and not
removed and reused after concreting. It is a valuable device when holes are to
be left in members such as slabs which later may or may not have to be filled
up with special devices.
In such cases, steel mesh
of close spacing, which can retain the aggregate, lines the holes. The mesh
retains wet concrete and offers a rough key surface for the subsequent pours
without the need for scabbing or other surface preparation. The technique in a
modified form is used in countries where labour is costly in removing and
re-oiling temporary formwork.
What is the Procedure to Join New Concrete To Old Concrete Slab
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