i) Point to be Noted | Important Points of | Construction Materials

Good Verity of cement contains higher % of:

Tricalcium Silicate (C3S): 3CaO.SiO2


  • Supposed to be the best cementing material & well-burnt cement.


Dry Rot:


  • Reduces the timber to powder. 
  • Dry rot is decomposition of felled timber. It is caused by the action of various fungi.
  • The fungus reduces fiber to a fine powder and the timber losses its strength.




Age of a Tree may be ascertained by:


  • The number of Annual rings.


Main Ingredients of Portland Cement are:


  • Lime (CaO) and Silica (SiO2)


Crushing strength of good building stone should be more than:


  • 1000Kg/cm² (100MPa)
  • Co-efficient of hardness > 14
  • Specific gravity > 2.7
  • Toughness index > 13
  • % of water absorption after 24 hour < 0.6
  • Generally, stones from igneous & metamorphic rocks are heavier & more durable than stones from sedimentary rocks.


Commonly used thinner in oil paints is:


  • The solvent of oil paints are used to thin the paints increase, the spread and are also known as thinner.
  • Petroleum, Spirit, Naptha & Turpentine oil used for common thinning materials


Moisture content in a well-seasoned timber is:


  • 10 to 12%


Commonly used lime in whitewashing:


  • Fat Lime is suitable for whitewashing and plastering. 
  • Hydraulic lime is used for making mortar & used for masonry construction.


Plywood is obtained by gluing wooden sheets at a pressure of:


  • 0.7 to 1.4 N/mm²


Quick Sand is:


  • flow condition occurring in cohesionless soil. 

Condition: 

  • If the sepage pressure becomes equal to the pressure due to the submerged weight of soil, then evidently the effective pressure is reduced to zero.
  • In such a limiting case, the cohesionless soil loses all its shear strength and the soil particles will have a tendency to move up in the direction of flow. This phenomenon of the lifting of soil particles is called the quick condition or boiling condition or quicksand.
  • The hydraulic gradient corresponding to this situation is called critical hydraulic gradient.
  • ic = (G-1)/(1+r) G = 
specific gravity 
e = void ratio


Bulking:


  • The increase in the volume of a given mass of fine agg. caused by the presence of water is known as bulking.
  • The extent of bulking depends upon the percentage of moisture present in the sand & its fineness.


In OPC the first one to react with water:

Tricalcium Aluminate (C3A):


  • 5-11% of cement.
  • it rapidly reacts with water.
  • High heat of hydration 
  • Responsible for the flash set.


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