Inert or chemically inactive materials which when bonded together with cement forms concrete.

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AGGREGATES

Transcript of Inert or chemically inactive materials which when bonded together with cement forms concrete.

Page 1: Inert or chemically inactive materials which when bonded together with cement forms concrete.

AGGREGATES

Page 2: Inert or chemically inactive materials which when bonded together with cement forms concrete.

Inert or chemically inactive materials

which when bonded together with cement

forms concrete

DEFINITION:

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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.

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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

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According to nature of formation

Natural aggregates:obtained from natural sources

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Artificial aggregates:manufactured from raw

materials by fusing in rotary kiln

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According to size:Coarse aggregates:

retained on 4.75mm sieve.max. size for plain concrete –

150mmmax. size for reinforced concrete

– 60mm or less

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Coarse aggregates:

Graded aggregates

Single sized aggregates

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Fine aggregates:passing through 4.75mm seive

and retained on 0.15mm sieve.

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Fine aggregates:

Natural sand

Crushed stone sand

Broken brick fine aggregate

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All – in aggregates

Comes from pit or river bed

Used without seperating into different

sizes.

Contains fine and coarse aggregates

Used for unimportant works

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Rounded aggregates:Surface area minimumConcrete requires lesser cement – low strength

According to shape

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Irregular aggregates:natural irregularity due to attrition with rounded edges

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Flaky aggregates:usually angular – thickness is small relative to other dimensions

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Angular aggregates:- well defined edges- concrete – more cement – high strength and durability

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Elongated aggregates:length is considerably greater than

other two dimensionsconcrete – poor quality and less durable.

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Pit Sand

River Sand

Sea Sand

Sources of aggregates:

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Pit Sand:pits dug at a depth of 1.5m to 2m in soilsharp, angular porous and free from harmful chemicalsfor making mortar

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River Sand:obtained from river beds and banksbright and clear – sharp or roundedfor mortar and plastering

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Sea Sand:seashoresbrown and roundedcontains salts – not used for construction

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Manufactured Sand:manufactured in stone crushersless impuritiesbetter control over size and quality

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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:

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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

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80 mm40 mm20 mm10 mm4.75 mm2.36 mm1.18 mm600 microns300 microns150 micronspan

Sieve analysis

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Sieve analysis

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Weight of residue on each sieve% weight retainedCummulative % weight retained

Fineness modulus =

WR – sum of cummulative % retained

100WR

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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

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Based on gradationwell graded – good representation of all sizes

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Poorly graded:excess of of certain sizes

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Gap graded:one or intermediate sizes are missing