Curing concrete is a complicated method that entails preservation of exact temperature, humidity, circulation, and other aspects. If Cracks occur, the strength of cement is impacted because of insufficient arrangements for these controls. Crystals form with reaction of water with Portland cement.
Curing makes sure that the concrete gains its optimal strength. The strength of concrete is influenced by crystal growth inside the concrete matrix. These crystals develop because of the hydration i.e. the reaction among the water and Portland cement. If water is insufficient, the crystals fail to develop and for this reason the concrete can’t gain the optimal strength. The existence of water allows the crystal development that enfolds the gravel and sand mix, inducing interweaving with each other.
Controls During Curing
Keeping exact curing temperature is vital so that the hydration reaction remains unaffected. If the concrete is very hot, the hydration reaction will be so fast for a proper crystal growth. Therefore, concrete fails to gain accurate strength. If the reaction becomes exothermic, variance in temperature will be produced inside the concrete and it may lead to cracks. Rough surface and a porous concrete structure may be formed because of Inappropriate hydration on the concrete surface. Such porous concrete structures will allow calcium hydroxide to contact the concrete surface that leads to efflorescence. Besides, the concrete structure becomes feeble. Other significant points to be considered throughout the curing are perfect humidity, circulation, insulation, and time control.
Autogenous Shrinkage
Autogenous shrinkage takes place if the shape of the cement paste is lost because of insufficient water for hydration. Autogenous shrinkage occurs when the volume of the hydrated cement products is under the volume of the cement and water mix prior to starting of hydration. It does not occur for external factors like loss of moisture or temperature variations. Autogenous shrinkage is generally not important in concrete with a water-cement ratio of more than about 0.4. Though, as this ratio is reduced under that limit, autogenous shrinkage is expected to be raised. There will not be sufficient water in the concrete for curing if amalgamated with a water cement ratio below 0.40. In the initial phase, when the tensile strength is low, and concrete is below the effects of high temperature divergence, concrete may crack due to occurrence of autogenous shrinkage.
Improved Curing
The particular controls of temperature, humidity, and time which are vital throughout the process of curing can’t be achieved precisely and for this reason perfect concrete strength and other characteristics are impacted. Self-curing technologies becomes popular as it applies substances for internal curing. Proper materials are used to the wet concrete surface to reduce the loss of water from the concrete. The materials produced are emulsions of paraffins which are dispersed on to the surface. A superior concrete is generated with minor permeability that has superior strength and longevity.
Article Source : http://www.brighthubengineering.com
Curing makes sure that the concrete gains its optimal strength. The strength of concrete is influenced by crystal growth inside the concrete matrix. These crystals develop because of the hydration i.e. the reaction among the water and Portland cement. If water is insufficient, the crystals fail to develop and for this reason the concrete can’t gain the optimal strength. The existence of water allows the crystal development that enfolds the gravel and sand mix, inducing interweaving with each other.
Controls During Curing
Keeping exact curing temperature is vital so that the hydration reaction remains unaffected. If the concrete is very hot, the hydration reaction will be so fast for a proper crystal growth. Therefore, concrete fails to gain accurate strength. If the reaction becomes exothermic, variance in temperature will be produced inside the concrete and it may lead to cracks. Rough surface and a porous concrete structure may be formed because of Inappropriate hydration on the concrete surface. Such porous concrete structures will allow calcium hydroxide to contact the concrete surface that leads to efflorescence. Besides, the concrete structure becomes feeble. Other significant points to be considered throughout the curing are perfect humidity, circulation, insulation, and time control.
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Autogenous Shrinkage
Autogenous shrinkage takes place if the shape of the cement paste is lost because of insufficient water for hydration. Autogenous shrinkage occurs when the volume of the hydrated cement products is under the volume of the cement and water mix prior to starting of hydration. It does not occur for external factors like loss of moisture or temperature variations. Autogenous shrinkage is generally not important in concrete with a water-cement ratio of more than about 0.4. Though, as this ratio is reduced under that limit, autogenous shrinkage is expected to be raised. There will not be sufficient water in the concrete for curing if amalgamated with a water cement ratio below 0.40. In the initial phase, when the tensile strength is low, and concrete is below the effects of high temperature divergence, concrete may crack due to occurrence of autogenous shrinkage.
Improved Curing
The particular controls of temperature, humidity, and time which are vital throughout the process of curing can’t be achieved precisely and for this reason perfect concrete strength and other characteristics are impacted. Self-curing technologies becomes popular as it applies substances for internal curing. Proper materials are used to the wet concrete surface to reduce the loss of water from the concrete. The materials produced are emulsions of paraffins which are dispersed on to the surface. A superior concrete is generated with minor permeability that has superior strength and longevity.
Article Source : http://www.brighthubengineering.com
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