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Concrete Aggregates

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Sintered FA, foamed slag. Normal-weight ( 2100 kg/m3) Natural ... Sintered Fly Ash. Mix fly ash with coal slurry, pelletise and sinter at 14000C. Properties ... – PowerPoint PPT presentation

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Title: Concrete Aggregates


1
Concrete Aggregates
2
Introduction
  • Australian Standards
  • Types
  • Sources
  • Properties

3
Australian Standards
  • AS 1141 Methods for Sampling Testing
    Aggregates
  • AS 2758 Aggregates and Rock for Engineering
    Purposes
  • AS 3600 Concrete Structures

4
AS 1141 Sampling Testing
  • 1141.3 Sampling of Aggregates
  • 1141.4 Bulk Density
  • 1141.5 6 Particle Density (R.D.) water
    absorption
  • 1141.11 Particle size distribution (Grading)
  • 1141.12 Material finer than 75?m
  • 1141.13 Material finer than 2 ?m
  • 1141.15 Flakiness index
  • 1141.22 Wet/Dry strength variation
  • 1141.34 Organic impurities other than sugar
  • 1141.38 Potential Alkali reactivity

5
Types
  • Lightweight (density lt 2100 kg/m3)
  • Vermiculite, perlite,
  • Sintered FA, foamed slag
  • Normal-weight (gt 2100 kg/m3)
  • Natural sand stone
  • Heavyweight (gt 3000 kg/m3)
  • Barytes
  • magnetite

6
Sources of sand
  • Stream beds
  • Best source clean, rounded strong
  • Dunes
  • Wind action single sized fine grained
  • Alluvial deposits
  • Alluvial deposits may contain different types
  • Marine deposits
  • May contain high chloride content

7
Crushed Rocks
  • Igneous rocks
  • Formed from molten minerals
  • Basalt, diorite, granite
  • Sedimentary rocks
  • Formed by cementation or compaction of deposits
  • Limestone, sandstone, shale, chert
  • Metamorphic rocks
  • Formed by pressure and heat
  • Quartzite, marble, slate

8
Manufactured Aggregates
  • Manufactured slag
  • Air-cooled slag, granulated slag, foamed slag
  • Expanded clays and shales
  • Heated to 12000C
  • Sintered Fly Ash
  • Mix fly ash with coal slurry, pelletise and
    sinter at 14000C

9
Properties
  • Grading
  • Particle shape surface texture
  • Density
  • Water absorption
  • Abrasion resistance
  • Soundness
  • Strength
  • Reactivity
  • Impurities

10
Grading (Particle size distribution)
  • Water demand
  • Bleeding
  • Segregation
  • Continuous grading better than gap grading
  • Maximum size smallest sieve all passing
  • Nominal size whole No. above which nearly all
    passes

11
Particle shape surface texture
12
Density
  • Particle Density (Relative Density)
  • Used to calculate volumes in a mix
  • Usually 2.60 to 3.2
  • Bulk density
  • Loose or compacted
  • Used to determine voids for mix design

13
Water absorption
  • Water absorbed by the minute pores
  • Can affect the water/cement ratio
  • High absorption high shrinkage
  • High absorption higher creep

14
Abrasion resistance
  • Ability to resist friction
  • Weak aggregates
  • Higher water demand
  • Lower wear resistance
  • Less durability under exposed conditions

15
Soundness
  • Ability to withstand aggressive conditions
    (weather)
  • Wetting and drying
  • Freezing and thawing
  • Tested to AS 1141.24

16
Strength
  • This will influence the concrete strength if weak
  • Most aggregates are strong enough gt 100 MPa
  • Tested to AS 1141.22 10 fines test

17
Reactivity
  • Alkali-aggregate reaction
  • Alkalies (Na K) in cement with silica in sand
  • Forms a gel that is expansive
  • Pyrites (ferrous sulphide)
  • Oxidises and stains
  • Hard burnt lime
  • Expands causes pop-out and cracks

18
Impurities
  • Sugar
  • Retards setting times
  • Organic matter
  • Retards and lowers strength
  • Silt, clay dust
  • Decreases bond, increases permeability
  • Montmorillonite clay
  • Volumetrically unstable (wet dry conditions)

19
Water
  • Rule fit for drinking
  • Test for suitability
  • Setting time - 60min 90 min of control
  • Strength not less than 90 of control at 7 28
    days
  • pH greater than 5

20
Water
  • Chlorides
  • Accelerate setting times, ultimate strength can
    be less
  • Affect durability by promoting corrosion of the
    reinforcing steel
  • Maximum content 0.8 kg/m3 concrete

21
Water
  • Sulphates
  • Affect the setting times
  • Reduce later-age strengths
  • Can cause sulphate attack of the cement
  • Maximum content in concrete 50 g/kg cement

22
Water
  • Carbonates Bicarbonates
  • Can accelerate setting times
  • Can lower strengths
  • Not common but if water source unknown - test

23
Water
  • Acid
  • Not often a problem, but industrial waste water
    need to be tested
  • Alkalinity
  • Recycled water from concrete plants - satisfactory
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