Hairline crack in concrete
Hairline cracks are observed in freshly placed concrete
and that creates plastic shrinkage.
The causes for these cracks to show up
can be due to the variations in air temperature, concrete temperature, relative
humidity and wind velocity at the surface of the concrete. These factors can
cause high rates of evaporation in either hot or cold weather.
Other factors for hairline cracks are
water loss due to absorption by subgrade, formwork or aggregate,
bleeding and sedimentation, poor workmanship and negligence,
alkali-aggregate reactions, type and content of Portland cement and
supplementary cementitious materials (fly ash, silica fume,etc.), type and
dosage rate of chemical admixtures, construction operations like screeding and
finishing operations.
There are ways to prevent hairline
cracks such as use of fog nozzles to saturate the air above the surface, use
the plastic to cover the surface between final finishing operations, use
of wind breakers to
reduce the windvelocity, sunshades
to reduce the surface temperature are also helpful, use of microfibers in the
concrete mixture toincrease the
tensile capacity of the plastic concrete.
In repair procedure, Inspection of the
crack is done and if any oil or stains have penetrated the crack and have
discoloured the concrete, the stains will have to be addressed before repairing
the crack.The sealant is a filler material that is penetrated into the crack.
The ideal sealant must have low surface tension and low viscosity. Crack
repair materials for concrete are often polymer-modified cement grouts,
silicone or latex caulking, or epoxies.
The selected sealer is applied on the
substrate by using a squeegee and/or in combination with a roller. Proper
curing must be ensured to complete hardening of sealant. The warmer the
temperature, faster the curing, lower the temperature, the longer it will take.
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Blog
written by
Shruti Doshi
Technical
Officer – Sanghi Cement & Blogger
Blog
Managed by
Nirav
Pandya
Digital
Marketing Officer – Sanghi Cement
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