Honeycomb
Honeycombing
refers to voids in concrete caused by the
mortar not filling the spaces between the coarse aggregate
particles. It usually becomes apparent when the form work is stripped, revealing a rough and 'stony' concrete
surface with air voids between the coarse aggregate.
Sometimes, however, a surface skin of mortar
masks the extent of the defect. Honeycombing may
extend some depth into the member.Honeycombing
is always
an aesthetic problem, and depending
on the depth and extent may reduce both the
durability performance and the structural strength of the
member.
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Honeycomb in concrete |
Causes
Honeycombing
is caused either by the compaction not having
been adequate to cause the mortar to fill the voids
between the coarse aggregate, or by holes and gaps
in the form work allowing some of the mortar to drain
out of the concrete. In some cases, the member shape
and detailing/placement of the reinforcement compounds
the effect of inadequate compaction.
PRACTICES TO MINIMIZE THE OCCURRENCE OF HONEYCOMBED CONCRETE
To minimize the incidence of honeycombed concrete:
1. Ensure the mix has sufficient fines to fill the voids between
the coarse aggregate.
2. Use a mix with appropriate work ability for the situation
in which it is to be placed.
3. Ensure the concrete is fully compacted and the placing
methods minimize the risk of segregation.
4. Ensure the reinforcement layout and the section shape
will permit the concrete to flow around the reinforcement
and completely fill the forms.
5. Check that the form work is rigid and well braced, the joints
are watertight and any penetrations through the form work, eg form ties, are properly sealed.
Fixing of honeycomb in concrete
It
is always better to avoid imperfections such as honeycombing
in concrete rather than have to repair them.
However, if honeycombing does occur then it can
be repaired using the following techniques.The
extent and depth of the honeycombed area first needs
to be defined. This can be done by chiselling out
the affected area to expose sound concrete or by using
non-destructive testing techniques such as impact-echo.If
the honeycombed area is small in extent and depth does
not significantly jeopardise the quality of the cover
concrete protecting the reinforcement then, it can
be repaired by patching with mortar of a similar color to the base concrete.Any
lightly attached stones should be removed before the
mortar is worked into the spaces between the aggregate
ensuring that it completely fills the honeycombed
area. The area should be slightly over filled
and screeded off to give a similar texture to the surrounding
surface. The patch should then be cured.Consideration
needs to be given to the appearance of the
repaired surface relative to adjacent untreated surfaces.
As a general rule, mortar used for patching should
be made from the same materials as the original concrete
except that a proportion of off-white
cement should
be mixed with the original cement to lighten the color and thus better match the existing surface.If
the honeycombing is extensive and penetrates down to
the reinforcement or even deeper then it is necessary to
cut out the defective concrete and replace it with sound
concrete. It is essential that the reinforcement be
surrounded by sound concrete. The advice of a suitably
qualified engineer should be obtained to check
that the load-carrying capacity of the member,as
repaired, will be satisfactory.
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