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CONCRE
TE
• Concrete is one of the most commonly used
building materials.
• Concrete is a composite material made from
several readily available constituents
(aggregates, sand, cement, water).
• Concrete is a versatile material that can
easily be mixed to meet a variety of special
needs and formed to virtually any shape.
The word concrete comes from the Latin word "concretus"
(meaning compact or condensed).
The first major concrete users were the Egyptians in around
2,500 BC and the Romans from 300 BC
• OPUS CAEMENTICIUM
• LAYING BARE ON TOMB
• ROMAN PANTHENON
Opus caementicium laying bare on a tomb near Rome. In
contrast to modern concrete structures, the concrete
walls of Roman buildings were covered, usually with
brick or stone.`
Outer view of the Roman Pantheon, still the largest unreinforced
solid concrete dome to this day.
• There are various types of concrete for different applications that are
created by changing the proportions of the main ingredients.
• The mix design depends on the type of structure being built, how the
concrete will be mixed and delivered, and how it will be placed to form the
structure.
Examples include:
• Regular concrete
• Pre-Mixed concrete
• High-strength concrete
• Stamped concrete
• High-Performance concrete
• UHPC (Ultra-High Performance Concrete)
TYPES OF CONCRETE
• Self-consolidating concretes
• Vacuum concretes
• Shotcrete
• Cellular concrete
• Roller-compacted concrete
• Glass concrete
• Asphalt concrete
• Rapid strength concrete
• Rubberized concrete
• Polymer concrete
• Geopolymer or Green concrete
• Limecrete
• Gypsum concrete
• Light-Transmitting Concrete
EXAMPLES OF CONCRETE TYPE
Basic Composition for Main Concretes
• Regular Concrete
– Cement, Aggregate, and water
• Geopolymer (Green concrete)
– Fly Ash and Regular
– Concrete
• High Strength Concrete ~<0.35%
– Silica Fume
– Strong Aggregates
• Ultra High Performance Concrete (UHPC)
– Cement
– Coarse/Fine Aggregate
– Air
– Silica Fume
– Polypropylene Fibers
Admixtures and Properties
Chemical Admixtures
• Dispersing Agents
–Water Reducers
• Accelerators
• Retarders
Water Reducers
• DEFINITION: Water Reducers are used for the
purpose of reducing the quantity of mixing water
required to produce a concrete of given consistency.
Accelerators
• DEFINITION: Accelerating admixtures are added to
concrete for the purpose of shortening set time and
accelerating early strength development.
Retarders
• DEFINITION: Retarding, and Water-reducing and
retarding admixtures are used to offset acceleration
and unwanted effects of high temperature and keep
concrete workable during placement and
consolidation.
Shrinkage Reducing Admixtures
• DEFINITION: Shrinkage Reducing Admixtures are used to
minimize drying shrinkage cracking in concrete .
Corrosion Inhibitors
• DEFINITION: Corrosion Inhibitors are used to mitigate
corrosion of reinforcing steel in concrete.
ASR Inhibitors
• DEFINITION: ASR Inhibitors (primarily Lithium)
are used to mitigate alkali-silica reactivity in
concrete.
Concrete Materials
• Aggregate is the second most influential
ingredient in concrete.
• Aggregate
–Occupies 60-75 % of volume
–Fine Aggregate is typically 35-45 % of
total aggregate
–Mortar (Air, water, cement, fly ash,
sand) is typically 50 - 65 % of total
volume of a mixture
Aggregates in Concrete
• Fine: Sand or Crushed Stone (< 5mm)
• Coarse: Gravel or Crushed Stone (5-50 mm)
• Aggregate must be washed in many areas
– Granite & other crushed stone
– Recycled concrete
• All must satisfy ASTM C33
Concrete Construction
• Significance of aggregate grading
– smooth grading curve
• (sieve size vs. % passing)
– more voids will lead to more cement.
– undersanded mixes tend to be harsh
– large sizes have less surface area
Desired Properties of Fresh
Concrete
Workability
Consistency
Segregation
Bleeding
Setting Time
Unit Weight
Uniformity
Concrete - Workability
• cement: too fine of
material
– stickiness
– increased water demand
• water: too much
water
– segregation
– bleeding
• water: too little water
– harshness
– compaction problems
• fly ash: increases flow
– ball bearing effect
– ionic effect
– reduced water demand
• aggregate
– rounded particles flow more
easily
– Too much sand “stickiness”
– Poor gradation - harsh
Compressive Strength
Concrete Mixture Pre-Design
• Engineer
• Architect
• Contractor
• Concrete Supplier
• Define strength,
congestion and
durability properties
• Defines color, texture,
• Defines workability,
setting time, ..
• Defines aggregates,
cement, fly ash,
admixtures....
MIXING OF CONCRETE
 Ready-Mix concrete: In this type ingredients
are introduced into a mixer truck and mixed
during transportation to the site.
• Wet – Water added before transportation
• Dry – Water added at site
 Mixing at the site
• Hand mixed
• Mixer mixed
Ready Mix Concrete
Hot Weather Concrete
• Rapid hydration  early setting  rapid loss of
workability
• Extra problems due to
– Low humidity
– Wind, excessive evaporation
– Direct sunlight
Solutions
– Windbreaks
– Cooled Concrete Ingredients
– Water ponding (cooling due to evaporation)
– Reflective coatings/coverings
Cold Weather Concrete
• Keep concrete temperature above 5 °C to
minimize danger of freezing
Solutions
– Heated enclosures, insulation
– Rely on heat of hydration for larger sections
– Heated ingredients --- concrete hot when placed
– High early strength cement
Structure of “un-damaged”
Concrete
Macrostructurem Microstructure
VIBRATION OF CONCRETE
 The process of compacting concrete consists
essentially of the elimination of entrapped
air. This can be achieved by:
– Tamping or rodding the concrete
– Use of vibrators
Internal Vibration
d
1½ R
Vib
 Internal vibrator: The poker is immersed into concrete to
compact it. The poker is easily removed from point to point.
EXTERNAL VIBRATORS
External vibrators: External vibrators clamp direct to the
formwork requiring strong, rigid forms.
Advantages
• Ability to be cast
• Economical
• Durable
• Fire resistant
• Energy efficient
• On-site fabrication
Disadvantages
• Low tensile strength
• Low ductility
• Volume instability
• Low strength to weight ratio
Submitted By
Adesh Gupta
B.Arch

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Concrete by Adesh

  • 2. • Concrete is one of the most commonly used building materials. • Concrete is a composite material made from several readily available constituents (aggregates, sand, cement, water). • Concrete is a versatile material that can easily be mixed to meet a variety of special needs and formed to virtually any shape.
  • 3. The word concrete comes from the Latin word "concretus" (meaning compact or condensed). The first major concrete users were the Egyptians in around 2,500 BC and the Romans from 300 BC • OPUS CAEMENTICIUM • LAYING BARE ON TOMB • ROMAN PANTHENON Opus caementicium laying bare on a tomb near Rome. In contrast to modern concrete structures, the concrete walls of Roman buildings were covered, usually with brick or stone.` Outer view of the Roman Pantheon, still the largest unreinforced solid concrete dome to this day.
  • 4. • There are various types of concrete for different applications that are created by changing the proportions of the main ingredients. • The mix design depends on the type of structure being built, how the concrete will be mixed and delivered, and how it will be placed to form the structure. Examples include: • Regular concrete • Pre-Mixed concrete • High-strength concrete • Stamped concrete • High-Performance concrete • UHPC (Ultra-High Performance Concrete) TYPES OF CONCRETE
  • 5. • Self-consolidating concretes • Vacuum concretes • Shotcrete • Cellular concrete • Roller-compacted concrete • Glass concrete • Asphalt concrete • Rapid strength concrete • Rubberized concrete • Polymer concrete • Geopolymer or Green concrete • Limecrete • Gypsum concrete • Light-Transmitting Concrete
  • 7. Basic Composition for Main Concretes • Regular Concrete – Cement, Aggregate, and water • Geopolymer (Green concrete) – Fly Ash and Regular – Concrete • High Strength Concrete ~<0.35% – Silica Fume – Strong Aggregates • Ultra High Performance Concrete (UHPC) – Cement – Coarse/Fine Aggregate – Air – Silica Fume – Polypropylene Fibers
  • 9. Chemical Admixtures • Dispersing Agents –Water Reducers • Accelerators • Retarders
  • 10. Water Reducers • DEFINITION: Water Reducers are used for the purpose of reducing the quantity of mixing water required to produce a concrete of given consistency.
  • 11. Accelerators • DEFINITION: Accelerating admixtures are added to concrete for the purpose of shortening set time and accelerating early strength development.
  • 12. Retarders • DEFINITION: Retarding, and Water-reducing and retarding admixtures are used to offset acceleration and unwanted effects of high temperature and keep concrete workable during placement and consolidation.
  • 13. Shrinkage Reducing Admixtures • DEFINITION: Shrinkage Reducing Admixtures are used to minimize drying shrinkage cracking in concrete .
  • 14. Corrosion Inhibitors • DEFINITION: Corrosion Inhibitors are used to mitigate corrosion of reinforcing steel in concrete.
  • 15. ASR Inhibitors • DEFINITION: ASR Inhibitors (primarily Lithium) are used to mitigate alkali-silica reactivity in concrete.
  • 16. Concrete Materials • Aggregate is the second most influential ingredient in concrete. • Aggregate –Occupies 60-75 % of volume –Fine Aggregate is typically 35-45 % of total aggregate –Mortar (Air, water, cement, fly ash, sand) is typically 50 - 65 % of total volume of a mixture
  • 17. Aggregates in Concrete • Fine: Sand or Crushed Stone (< 5mm) • Coarse: Gravel or Crushed Stone (5-50 mm) • Aggregate must be washed in many areas – Granite & other crushed stone – Recycled concrete • All must satisfy ASTM C33
  • 18. Concrete Construction • Significance of aggregate grading – smooth grading curve • (sieve size vs. % passing) – more voids will lead to more cement. – undersanded mixes tend to be harsh – large sizes have less surface area
  • 19. Desired Properties of Fresh Concrete Workability Consistency Segregation Bleeding Setting Time Unit Weight Uniformity
  • 20. Concrete - Workability • cement: too fine of material – stickiness – increased water demand • water: too much water – segregation – bleeding • water: too little water – harshness – compaction problems • fly ash: increases flow – ball bearing effect – ionic effect – reduced water demand • aggregate – rounded particles flow more easily – Too much sand “stickiness” – Poor gradation - harsh
  • 22. Concrete Mixture Pre-Design • Engineer • Architect • Contractor • Concrete Supplier • Define strength, congestion and durability properties • Defines color, texture, • Defines workability, setting time, .. • Defines aggregates, cement, fly ash, admixtures....
  • 23. MIXING OF CONCRETE  Ready-Mix concrete: In this type ingredients are introduced into a mixer truck and mixed during transportation to the site. • Wet – Water added before transportation • Dry – Water added at site  Mixing at the site • Hand mixed • Mixer mixed
  • 25. Hot Weather Concrete • Rapid hydration  early setting  rapid loss of workability • Extra problems due to – Low humidity – Wind, excessive evaporation – Direct sunlight Solutions – Windbreaks – Cooled Concrete Ingredients – Water ponding (cooling due to evaporation) – Reflective coatings/coverings
  • 26. Cold Weather Concrete • Keep concrete temperature above 5 °C to minimize danger of freezing Solutions – Heated enclosures, insulation – Rely on heat of hydration for larger sections – Heated ingredients --- concrete hot when placed – High early strength cement
  • 28. VIBRATION OF CONCRETE  The process of compacting concrete consists essentially of the elimination of entrapped air. This can be achieved by: – Tamping or rodding the concrete – Use of vibrators
  • 29. Internal Vibration d 1½ R Vib  Internal vibrator: The poker is immersed into concrete to compact it. The poker is easily removed from point to point.
  • 30. EXTERNAL VIBRATORS External vibrators: External vibrators clamp direct to the formwork requiring strong, rigid forms.
  • 31. Advantages • Ability to be cast • Economical • Durable • Fire resistant • Energy efficient • On-site fabrication
  • 32. Disadvantages • Low tensile strength • Low ductility • Volume instability • Low strength to weight ratio