SELF-CURING CONCRETE

1.  Introduction

We are going to see how the water used in the curing can be neglected or reduced through the experiment. As we know that 70 % water is available on our earth, out of which only 3 % water is portable. Only portable water is used in construction industry. If we talk about the construction industry, water is a key ingredient that is used.  Water is added to concrete because it binds other ingredients and also used in curing, which is necessary for concrete to survive. So far no fluid can be found that can make concrete without water. Know that water is necessary to make concrete.

Curing is needed because there is a lack of water in the internal hydration of concrete. Therefore, while making concrete, we should mix something so that there is no lack of water in its internal hydration. We have added Polyvinyl Alcohol (PVC) as a super absorbent polymer to overcome water scarcity in hydration of concrete. Such concrete which do not require external curing are called Self-Curing of Concrete.

With the help of self-curing, the concrete is kept moist. If curing is done after the concrete is prepared, using external curing then potable water is used more in this process. Concrete is self-curing to save water. The function of self-curing is to make the water stay in the concrete and hold it in the beginning. There are many self-cured agents like Polyvinyl Alcohol (PVA), Sodium Lignosulfonate (SL), Polyethylene Glycol (PEG) etc. using which concrete is made self-cured.

 

2.  Mechanism of self-curing concrete

Chemical agents are present in self-curing concrete that reduces the evaporation of water from the concrete surface frequently by reducing the vapor pressure. Self-curing agents that are added to the concrete mix form hydrogen bonds with the water molecules and reduce the chemical potential of the molecules thereby, reducing the vapour pressure and ultimately the rate of evaporation. The self-curing agents have developed at the Concrete Technology units also give a variation in cement hydration product microstructure. The compound molecules are firstly hydrophobic in nature with hydrophilic terminal group. Hydrophilic terminal group is automatically attached to the film of bleeding water. While the long hydrophobic chain carry on a vertical orientation aside from the bleeding water. Water molecules do not have enough energy to go out through the hydrophobic layer. This process caused a sudden drop in evaporation loss.

A hydrophobic molecule is one that has a proportion to comprise with or dissolved by water. The hydrogen bond are partially redevelop by building water ‘cage' around the compound molecules, the water molecules that form the ‘cage' have considerably restricted  mobilities.

 

3.  Durability of self-curing concrete

Many literature reviews have shown that the addition of several self-curing agents makes the concrete quite durable. It was seen that surface absorption, carbonation, freezing and thawing resistance characteristics were all are good in self-cured concrete than conventionally cured concrete. These parameters are also depend on the dosage of admixture added. After adding the admixture, the concrete keeps the amount of water inside it high, so that the hydration of cement can be done well. The use of different self-curing agents reduces the gross weight of the concrete, which makes the design easier.

A durable concrete is one that show satisfactory performance under exposed condition during its service life. The specific feature of a self-curing concrete is its good durability properties.

 

4.  Methods used in self-curing concrete

  Following are the methods available for self-curing of concrete-

·         Internal self-curing of concrete

·         External self-curing of concrete

 

4.1 Internal self-curing of concrete

Internal curing refers to giving moisture for hydration of cement, which is already present in concrete by opposing evaporation of water. Low-density fine aggregates or different polymer particles with an ability to keep a noteworthy quantity of water can provide extra moisture for concrete. Internal water is generally supplied through internal reservoirs such as light weight aggregates, super absorbent polymers, poly vinyl alcohol, saturated wood fibres etc. in the concrete.

 

Potential materials for internal self-curing

Materials that can provide internal water holding are as follows:

·         Light weight aggregates ( natural and synthetic )

·         Super absorbent polymers ( 60-300 mm in size )

·         Light weight fine aggregates ( water absorption =20% )

·         Shrinkage reducing admixture ( SRA ) – Polyethylene glycol (PEG)/ Polyvinyl alcohol (PVA)

·         Wood powder

 

4.2     External self-curing of concrete

External self-curing means that the moisture content available outside the concrete is cured by pulling it towards itself after the use of curing compounds on the concrete surface. Concrete's self-curing is done by using different self-curing compounds. The curing admixture is applied via brushing or spraying on concrete surfaces. It is widely used on large area concrete surfaces like road slabs, bridge, airport runways etc. It is also suitable at places where it is difficult to curing and for tunnel lining work. If the concrete surface is dry where the curing compound is to be putted, then first you will damp the surface with the help of water and then apply the curing compounds.

5.  Conclusion

The conclusions based on the results of this experimental study are as follows:-

 

·         With the help of self-curing concrete, where there is a shortage of water construction can also be done easily like in desert areas.

·         A lot of money can be saved by using self-curing concrete because the water used for curing will be saved.

·         It is seen from the experimental study that there is an increase of 10.9 % compressive strength at 0.25% PVA self-cured when compared to conventionally cured concrete.

·         Self-curing concrete is the best method to reduce the application of water during construction.

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