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CONCRETE
TECHNOLOGY
Ordering or Specifying Concrete
• Alternative (1) Common: When the owner
requires the concrete supplier to assume
responsibility for the concrete mix proportions.
• Alternative (2) Prescription: When the owner
assumes responsibility for the mix proportions
and properties of the concrete.
• Alternative (3) Performance: When the owner
requires the concrete supplier to assume
responsibility for the concrete "as delivered".
Batching of Concrete
• The process of measuring concrete mix
ingredients by either mass or volume and
introducing them into the mixer.
• To produce concrete of uniform quality,
the ingredients must be measured
accurately for each batch.
• Most concrete today is batched and mixed
by ready mixed concrete plants
Truck Agitators
Transporting Concrete
Good planning and handling to avoid:
- Delays.
- Early Stiffening and drying out.
- Segregation.
Direct Chute Discharge
Front-discharge Truck
Bucket and Crane
Truck-mounted Pump and Boom
Discharging from Flexible Hose
Placing and Finishing
Lecture 16
Preparation Before Placing
Preparation prior to placing concrete
includes the following:
• Compacting, trimming, and moistening the
subgrade (see Figs. 11-1, 11-2, and 11-3);
• Erecting the forms;
• Setting the reinforcing steel and other
embedded items securely in place.
Depositing the Concrete
• Concrete should be deposited continuously as
near as possible to its final position without
objectionable segregation.
• concrete should be placed in walls, thick slabs,
or foundations in horizontal layers of uniform
thickness; each layer should be thoroughly
consolidated before the next is placed.
• To avoid segregation, concrete should not be
moved horizontally over too long a distance.
Consolidating Concrete
• the process of compacting fresh concrete;
to mold it within the forms and around
embedded items and reinforcement; and
to eliminate stone pockets, honey-comb,
and entrapped air.
Consolidation is accomplished by
– hand rodding, that is, thrusting a tamping rod
or other suitable tool repeatedly into the
concrete.
– or by mechanical methods.
Vibration
• The most widely used method for
consolidating concrete.
– Internal or immersion-type vibrators.
– External vibrators.
Consequences of Undervibration
• (1) honeycomb: spaces between coarse
aggregate particles do not become filled with
mortar
• (2) excessive amount of entrapped air voids;
• (3) cold joints: discontinuity resulting from a
delay in placement that allowed one layer to
harden before the adjacent concrete was
placed.
Consequences of Undervibration
• (4) placement lines: dark lines between
adjacent placements of concrete batches
• (5) subsidence cracking: as concrete
settles over reinforcing steel in relatively
deep elements
Defects from overvibration
include
• (1) segregation as vibration and gravity causes
heavier aggregates to settle while lighter
aggregates rise;
• (2) loss of entrained air in air-entrained concrete;
• (3) excessive form deflections or form damage;
• (4) form failure caused by excessive pressure
from vibrating the same location too long.
Concrete Finishing
• Screeding (Strikeoff)
Screeding or strike off is the process of
cutting off excess concrete to bring the top
surface of a slab to proper grade
Concrete Finishing
• Bullfloating or Darbying
To eliminate high and low spots and to
embed large aggregate particles, a
bullfloat or darby should be used
immediately after strikeoff.
Concrete Finishing
• Brooming Finish
Brooming should be performed before the
concrete has thoroughly hardened, but it
should be sufficiently hard to retain the
scoring impression to produce a slip-
resistant surface
Concrete Finishing
• Highway pavements are textured by
"tining" the surface with stiff wires; this
improves traction and provides vehicles
with a surface that significantly reduces
the chance of hydroplaning.
Curing and Protection
• A newly placed and finished concrete
should be cured and protected from
drying, extreme changes in temperature,
and damage.
• The curing should begin immediately after
finishing.

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presentation_concrete_technology_1464784463_213004.ppt

  • 2. Ordering or Specifying Concrete • Alternative (1) Common: When the owner requires the concrete supplier to assume responsibility for the concrete mix proportions. • Alternative (2) Prescription: When the owner assumes responsibility for the mix proportions and properties of the concrete. • Alternative (3) Performance: When the owner requires the concrete supplier to assume responsibility for the concrete "as delivered".
  • 3. Batching of Concrete • The process of measuring concrete mix ingredients by either mass or volume and introducing them into the mixer. • To produce concrete of uniform quality, the ingredients must be measured accurately for each batch. • Most concrete today is batched and mixed by ready mixed concrete plants
  • 4.
  • 5.
  • 6.
  • 8. Transporting Concrete Good planning and handling to avoid: - Delays. - Early Stiffening and drying out. - Segregation.
  • 12.
  • 13.
  • 16.
  • 18. Preparation Before Placing Preparation prior to placing concrete includes the following: • Compacting, trimming, and moistening the subgrade (see Figs. 11-1, 11-2, and 11-3); • Erecting the forms; • Setting the reinforcing steel and other embedded items securely in place.
  • 19.
  • 20.
  • 21. Depositing the Concrete • Concrete should be deposited continuously as near as possible to its final position without objectionable segregation. • concrete should be placed in walls, thick slabs, or foundations in horizontal layers of uniform thickness; each layer should be thoroughly consolidated before the next is placed. • To avoid segregation, concrete should not be moved horizontally over too long a distance.
  • 22.
  • 23.
  • 24. Consolidating Concrete • the process of compacting fresh concrete; to mold it within the forms and around embedded items and reinforcement; and to eliminate stone pockets, honey-comb, and entrapped air.
  • 25.
  • 26. Consolidation is accomplished by – hand rodding, that is, thrusting a tamping rod or other suitable tool repeatedly into the concrete. – or by mechanical methods.
  • 27. Vibration • The most widely used method for consolidating concrete. – Internal or immersion-type vibrators. – External vibrators.
  • 28.
  • 29.
  • 30. Consequences of Undervibration • (1) honeycomb: spaces between coarse aggregate particles do not become filled with mortar • (2) excessive amount of entrapped air voids; • (3) cold joints: discontinuity resulting from a delay in placement that allowed one layer to harden before the adjacent concrete was placed.
  • 31. Consequences of Undervibration • (4) placement lines: dark lines between adjacent placements of concrete batches • (5) subsidence cracking: as concrete settles over reinforcing steel in relatively deep elements
  • 32. Defects from overvibration include • (1) segregation as vibration and gravity causes heavier aggregates to settle while lighter aggregates rise; • (2) loss of entrained air in air-entrained concrete; • (3) excessive form deflections or form damage; • (4) form failure caused by excessive pressure from vibrating the same location too long.
  • 33. Concrete Finishing • Screeding (Strikeoff) Screeding or strike off is the process of cutting off excess concrete to bring the top surface of a slab to proper grade
  • 34.
  • 35. Concrete Finishing • Bullfloating or Darbying To eliminate high and low spots and to embed large aggregate particles, a bullfloat or darby should be used immediately after strikeoff.
  • 36.
  • 37. Concrete Finishing • Brooming Finish Brooming should be performed before the concrete has thoroughly hardened, but it should be sufficiently hard to retain the scoring impression to produce a slip- resistant surface
  • 38.
  • 39.
  • 40. Concrete Finishing • Highway pavements are textured by "tining" the surface with stiff wires; this improves traction and provides vehicles with a surface that significantly reduces the chance of hydroplaning.
  • 41.
  • 42. Curing and Protection • A newly placed and finished concrete should be cured and protected from drying, extreme changes in temperature, and damage. • The curing should begin immediately after finishing.