inert or chemically inactive materials which when bonded together with cement forms concrete
TRANSCRIPT
AGGREGATES
Inert or chemically inactive materials
which when bonded together with cement
forms concrete
DEFINITION:
70% to 80% of concrete is composed of
aggregates
Properties of aggregates affect properties of
concrete.
Avoids cracking and gives strength to
concrete.
Eg: natural sand, gravel, crushed stone etc.
According to nature of formation Natural aggregates Artificial aggregates
According to size Coarse aggregates Fine aggregates All-in aggregates
According to shape Rounded aggregates Irregular or partially rounded aggregates Flaky aggregates Angular aggregates Elongated aggregates
CLASSIFICATION
According to nature of formation
Natural aggregates:obtained from natural sources
Artificial aggregates:manufactured from raw
materials by fusing in rotary kiln
According to size:Coarse aggregates:
retained on 4.75mm sieve.max. size for plain concrete –
150mmmax. size for reinforced concrete
– 60mm or less
Coarse aggregates:
Graded aggregates
Single sized aggregates
Fine aggregates:passing through 4.75mm seive
and retained on 0.15mm sieve.
Fine aggregates:
Natural sand
Crushed stone sand
Broken brick fine aggregate
All – in aggregates
Comes from pit or river bed
Used without seperating into different
sizes.
Contains fine and coarse aggregates
Used for unimportant works
Rounded aggregates:Surface area minimumConcrete requires lesser cement – low strength
According to shape
Irregular aggregates:natural irregularity due to attrition with rounded edges
Flaky aggregates:usually angular – thickness is small relative to other dimensions
Angular aggregates:- well defined edges- concrete – more cement – high strength and durability
Elongated aggregates:length is considerably greater than
other two dimensionsconcrete – poor quality and less durable.
Pit Sand
River Sand
Sea Sand
Sources of aggregates:
Pit Sand:pits dug at a depth of 1.5m to 2m in soilsharp, angular porous and free from harmful chemicalsfor making mortar
River Sand:obtained from river beds and banksbright and clear – sharp or roundedfor mortar and plastering
Sea Sand:seashoresbrown and roundedcontains salts – not used for construction
Manufactured Sand:manufactured in stone crushersless impuritiesbetter control over size and quality
Hard, strong, durable
Should not react with cement or steel
Angular and rough surface
Free from organic substances
Contains stone gravels and sand or in various
combinations
Requirements:
Representation of particle size in a sample of
aggregates
Good grading – all standard sizes in required
proportions
Sieve analysis – determination of proportions
of particles in an aggregate by seperation on
sieves
Grading of aggregates
80 mm40 mm20 mm10 mm4.75 mm2.36 mm1.18 mm600 microns300 microns150 micronspan
Sieve analysis
Sieve analysis
Weight of residue on each sieve% weight retainedCummulative % weight retained
Fineness modulus =
WR – sum of cummulative % retained
100WR
Sands are classified as:
type Fineness modulus
Fine sand 2.2 to 2.6
Medium sand 2.6 to 2.9
Coarse sand 2.9 to 3.2
Based on gradationwell graded – good representation of all sizes
Poorly graded:excess of of certain sizes
Gap graded:one or intermediate sizes are missing