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NANO CONCRETE - TECHNOLOGY AT ITS BEST

NANO-CONCRETE TECHNOLGY  Nanotechnology in the civil field has proved to make the construction faster, cheaper, safer and more varied. Automation of Nanotechnology construction can allow for the creation of structures from advanced home to skyscrapers much more quickly and efficiently.  Amorphous nano-silica (nS) particles were incorporated in cement concrete, and their effect on the fresh state behaviour was analyzed. Nano concrete is defined as concrete made by filling the pores in traditional concrete using nanoparticles of size <500nano meters .  Nanoparticles of silica turn into nanoparticles of cement (nano cement) in the chemical reactions that take place in the concoction of the concrete. When concrete is reduced to Nano level its properties are strongly influenced so that it increases their strength & durability.  Addition of nano-silica to the concrete leads to improve

Cement Composition & its Functions, Bogue's Compounds I Building Material I Civil Engineering

                                            CEMENT

Introduction

  • Cement is an extremely fine grounded material having adhesive and cohesive properties which provide a binding medium for the discrete ingredients.
  • The processes used for the manufacture of cement can be classified as dry and wet.
  • In the wet process, the limestone brought from the quarries is first crushed to smaller fragments. Then, it is taken to a ball or tube mill where it is mixed with clay or shale as the case may be and ground to a fine consistency of slurry with the addition of water. The slurry is stored in tanks under constant agitation and fed into huge firebrick lined rotary kilns.
  • In the dry process, the raw materials are ground, mixed and fed to the rotary kiln in the dry state.

Chemical Composition

  • The identification of the major complex compounds is largely based on R.H. Bogue's work and hence these are called Bogue's compounds.

 Functions of Cement Ingredients

The main features of these cement ingredients along with their functions are given below:

1. Lime : 

  • Lime is calcium oxide or calcium hydroxide.
  • The presence of lime in a sufficient quantity is required to form silicates and aluminates of calcium.
  • Deficiency in lime reduces the strength property to the cement.
  • Deficiency in lime causes the cement to set quickly.
  • Excess lime makes cement unsound. The excessive presence of lime causes the cement to expand and disintegrate.

2. Silica : 

  • Silicon dioxide, chemical formula SiO2.

  • The sufficient quantity of silica should be present in cement as dicalcium and tricalcium silicate.

  • Silica imparts strength to cement.
  • Silica usually presents to the extent of about 20-25 per cent of cement.

3. Alumina : 

  • Alumina is Aluminium oxide. The chemical formula is Al2O3.
  • Alumina imparts quick setting property to the cement.
  • Clinkering temperature is lowered by the presence of the requisite quantity of alumina.
  • Excess alumina weakens the cement.

4. Magnesia :

  •  Magnesium Oxide. The chemical formula is MgO.
  • Magnesia should not be present more than 2% in cement.
  • Excess magnesia will reduce the strength of the cement.

5. Iron oxide

  • The Chemical formula is Fe2O3.
  • Iron oxide imparts greyish colour to cement
  • It acts as a flux.
  • Tricalcium alumino ferrite imparts hardness and strength to cement.

6. Calcium Sulphate :

  •  Chemical formula is CaSO4
  • This is present in cement in the form of gypsum (CaSO4.2H2O)
  • It slows down or retards the setting action of cement.

7. Sulfur Trioxide :

  • The Chemical formula is SO3
  • It should not be present for more than 2%.
  • Excess Sulfur Trioxide causes the cement to unsound.

8. Alkalies :

  • It should not be present more than 1%.
  • Excess Alkaline matter causes efflorescence.


Bogue's Compounds

  • When water is added to cement, it reacts with the ingredients of the cement chemically (known as hydration of cement) & results in the formation of complex chemical compounds terms as BOGUES compounds, which are not formed simultaneously.

NAME

CHEMICAL FORMULA

PERCENTAGE

Tri-Calcium Silicate (C3S)

3CaO.SiO2

30-50%

Di-Calcium Silicate (C2S)

2CaO.SiO2

20-45%

Tri-Calcium Aluminate (C3A)

3CaO.Al2O3

8-12%

Tetra Calcium Alumino Ferrite (C4AF)

4CaO.Al2O3.Fe2O3

6-10%

 

1Tri-Calcium Silicate (3CaO.SiO2 or C3S)

  • Responsible for the early strength of cement.
  • A higher percentage of C3S results in rapid hardening with an early gain in strength with a higher heat of hydration.

2. Di-Calcium Silicate (2CaO.SiO2 or C2S)

  • responsible for progressive later stage strength.
  • A higher percentage of C2S results in slow hardening, less heat of hydration & greater resistance to chemical attack.

3Tri-Calcium Aluminate (3CaO.Al2O3 or C3A)

  • Max. evolution of heat of hydration & responsible for the flash setting of cement.
  • Provides weak resistance against sulphate attack & contribute very less to overall strength.

4. Tetra Calcium Alumino Ferrite (4CaO.Al2O3.Fe2O3 or C4AF)

  • Formed within 24 hrs of the addition of water
  • The high heat of hydration in initial periods.

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