Showing posts with label Building Materials. Show all posts
Showing posts with label Building Materials. Show all posts

Tuesday, May 19, 2020

Types of Concrete

Types of Concrete

The various types of concrete used in the construction industry are:

  1. PCC - Plain or Ordinary Concrete
  2. RCC - Reinforced Cement Concrete
  3. PSC - Prestressed Concrete
  4. Precast Concrete
  5. Light – Weight Concrete
  6. Fibre Reinforced Concrete
  7. High–Strength Concrete
  8. High-Performance Concrete
  9. High-Density Concrete
  10. Air Entrained Concrete
  11. Polymer Concrete
    1. Polymer concrete
    2. Polymer cement concrete
    3. Polymer impregnated concrete
  12. Self – Consolidated Concrete
  13. Roller Compacted Concrete
  14. Rapid Strength Concrete

Plain Cement Concrete

Plain Cement Concrete (PCC) is also called as Cement Concrete (CC) or Blinding Concrete. It consists of cement, sand and coarse aggregates mixed with water in the specified proportions

 

Reinforced Cement Concrete

Reinforced cement concrete is a composite material made up of cement concrete and reinforcement in which the concrete resists compression with reinforcement resisting the tension and shear

 

Prestressed Concrete

A prestressed concrete may thus be defined as a concrete in which stresses of suitable magnitude and distribution are introduced to counteract, to a desired degree, the stresses resulting from external loads. This phenomenon of prestressing will make the lower section of the concrete member to be stronger against the tension.


 

Precast Concrete

Precast concrete is a construction product produced by casting concrete in a reusable mold or "form" which is then cured in a controlled environment, transported to the construction site and lifted into place ("tilt up"). In contrast, standard concrete is poured into site-specific forms and cured on site. Lightweight Concrete

 

Fibre Reinforced Concrete

Fiber-reinforced concrete (FRC) is concrete containing fibrous material which increases its structural integrity. It contains short discrete fibers that are uniformly distributed and randomly oriented. Fibers include steel fibers, glass fibers, synthetic fibers and natural fibers – each of which lend varying properties to the concrete. In addition, the character of fiber-reinforced concrete changes with varying concretes, fiber materials, geometries, distribution, orientation, and densities.

 

High-Strength Concrete

High-performance means that the concrete has one or more of the following properties: low shrinkage, low permeability, a high modulus of elasticity, or high strength. ... High-strength concrete is typically recognized as concrete with a 28-day cylinder compressive strength greater than 6000 psi or 42 Mpa.

 

High-Performance Concrete

High performance concrete is a concrete mixture, which possess high durability and high strength when compared to conventional concrete. This concrete contains one or more of cementious materials such as fly ash, Silica fume or ground granulated blast furnace slag and usually a super plasticizer.

 

High-Density Concrete

High density concrete is a concrete having a density in the range of 6000 to 6400 kg/cu. m. High density concrete is also known as Heavy weight concrete. High density concrete is mainly used for the purpose of radiation shielding, for counterweights and other uses where high density is required.

 

Air Entrained Concrete

Air-entrained Concrete. Air-entrained concrete contains billions of microscopic air cells per cubic foot. These air pockets relieve internal pressure on the concrete by providing tiny chambers for water to expand into when it freezes.

 

Lightweight Concrete

Concrete is considered to be lightweight is the density is not more than 2200kg/m3 (the density of normal weight concrete is assumed to be between 2300kg/m3 and 2400kg/m3) and a proportion of the aggregate should have a density of less than 2000kg/m3

Lightweight aggregate concrete can be produced using a variety of lightweight aggregates. Lightweight aggregates originate from either:

  • Natural materials, like volcanic pumice.
  • The thermal treatment of natural raw materials like clay, slate or shale i.e. Leca.
  • Manufacture from industrial by-products such as fly ash, i.e. Lytag.
  • Processing of industrial by-products such as pelletised expanded slab, i.e. Pellite.


Polymer Concrete

Polymer concrete the aggregates will be bound with the polymer instead of cement. The production of polymer concrete will help in the reduction of volume of voids in the aggregate.

The available polymer concrete materials are polymer impregnated concrete (PIC), polymer cement concrete (PCC), polymer concrete (PC) and, partially impregnated and surface coated polymer concrete.

Self-consolidating concrete

Self-consolidating concrete or self-compacting concrete (commonly abbreviated to SCC)[1] is a concrete mix which has a low yield stress, high deformability, good segregation resistance (prevents separation of particles in the mix), and moderate viscosity (necessary to ensure uniform suspension of solid particles during transportation, placement (without external compaction), and thereafter until the concrete sets).

 

Pervious Concrete

Pervious concrete (also called porous concrete, permeable concrete, no fines concrete and porous pavement) is a special type of concrete with a high porosity used for concrete flatwork applications that allows water from precipitation and other sources to pass directly through, thereby reducing the runoff from a site ..

 

Roller Compacted Concrete

Roller-compacted concrete has the same basic ingredient as conventional concrete: cement, water, and aggregates, such as gravel or crushed stone. But unlike conventional concrete, it's a drier mix—stiff enough to be compacted by vibratory rollers. Typically, RCC is constructed without joints.

 


Rapid Strength Concrete

This type of concrete is able to develop high resistance within few hours after being manufactured. This feature has advantages such as removing the formwork early and to move forward in the building process very quickly, repaired road surfaces that become fully operational in just a few hours. Ultimate strength and durability can vary from that of standard concrete, depending on compositional details.


Monday, May 18, 2020

Quantities of Cement and Sand in Plaster

CALCULATE QUANTITIES OF CEMENT AND SAND

REQUIRED FOR MORTAR

Mortar is a workable paste which dries to bind building blocks such as stones, bricks, and concrete masonry units, to fill and seal the irregular gaps between them, and sometimes to add decorative colors or patterns to masonry walls. In its broadest sense, mortar includes pitch, asphalt, and soft mud or clay, as used between mud bricks

                                                

Quantities of materials in cement mortar is required for carrying out rate analysis for RR Masonry walls, brickwork and plastering works.

Cement mortar can be specified in various proportions like 1:1, 1:2, 1:3, 1:4, 1:6, 1:8 etc.

1:1 represents 1 part of cement and 1 part of sand

1:2 represents 1 part of cement and 2 parts of sand and so on..,

Cement Mortar for Plastering:

(100 Sqm and 12mm Thick)

The calculation of cement & sand in 1:6 shall be calculated as follows

Let us assume a 12mm thick plaster and a mix ratio of 1:6.

We are calculating for 100 Sqm and 12 mm thickness (Assumption).

Plastering thickness 12 mm = 12/1000 = 0.012m

Volume of cement mortar required = ( Plastering Area x thickness )

= 100 m2 x 0.012m = 1.2 m3

(This is wet volume that means we need this much volume of cement mortar after mixing water, So for dry volume, we have to add 30-35% as bulkage of sand, we are using 35% and wastage as 20%)

Consider 35% Sand Bulkage & 20% Wastage

= 1.2 m3 x (1+0.2+0.35)

(Many of us would use 1.54 as constant)

= 1.86 m3

Cement : Sand (Ratio) = 1 : 6 ( Total = 1+6 = 7 Parts )

Cement required (1 Part) = 1.86 x 1/7

= 0.265 m3 /0.0347

= 7.66 bags (Approx – 8 Bags)

Sand required (6 Part) = 1.86 x 6/7

= 1.53 m3

Cement Mortar for 1m3:

Calculate the dry volume of materials required for 1m3

Consider 35% Sand Bulkage & 20% Wastage

= 1.0 m3 x (1+0.2+0.35)

= 1.55 m3

Cement : Sand (Ratio) = 1 : 6 ( Total = 1+6 = 7 Parts )

Cement required (1 Part) = 1.55 x 1/7

= 0.22 m3 /0.0347

= 6.368 bags

Sand required (6 Part) = 1.55 x 6/7

= 1.328 m3


Some Quick Tips:

If the mortar is weak: Not only will the mortar fail to bind sufficiently, it may also crumble after a short amount of time or wash away after minimal weathering.

If the mortar is strong: Too strong a mix, i.e made with too much cement and your mortar may dry too quickly, shrink and crack. 

Cracking can be avoided by reducing the amount of cement in the mixture and ensuring the mortar is wet enough.

Before beginning to work on the plastering calculation, note down these general things

Cement Mortar Ratio for wall plastering 1:6

Cement Mortar Ratio for ceiling plastering 1:4

Plastering thickness generally adopted for interior walls is 12mm and for exterior walls it is 20mm.

Always use good quality of cement & Sand. Sand should always be from silt

Always measure the quantities using a measuring box (not head pan) for site mix.

A bag of mortar should be mixed with correct quantity of clean water to achieve the right consistency.

The amount of water used can vary drastically depending upon the weather, how wet the sand is, and the variety of mix you're using.

Ambient conditions (temperature and humidity) will affect the mix and need to be considered.

Plastered walls shall be level to the plumb


Reference can be made to IS 2250 (1981): Code of Practice for Preparation and Use of Masonry Mortars [CED 13: Building Construction Practices including Painting, Varnishing and Allied Finishing]