Lesson 7 - Cement & Concrete Flashcards

1
Q

What is batching of concrete?

A
  • Measuring correct proportions of components and placing in the mixer
  • By weight is more accurate because air voids do not matter
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2
Q

Points on mixing of concrete?

A
  • Until uniform appearance
  • Usually batch mixers (one at a time) but sometimes continuous (conveyors automatically feed components into mixer)
  • Start with 10% of water in mixer, then add solids with 80% of the water, and then remaining water
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3
Q

Types of ready-mixed concrete?

A
  • Central-mixed: In a central plant and delivered in
    agitator truck
  • Shrink-mixed: Partially mixed in plant and delivered
    in mixer truck
  • Truck-mixed: Mixed completely in a mixer truck
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4
Q

Process of testing and sampling?

A
  • Pull samples at the job site
  • Test on site e.g slump test, air content test.
  • Prepare samples for later testing e.g cylinders + beams.
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5
Q

What does C40/30 mean?

A

C: normal weight concrete (LC = lightweight)
40: Cylinder strength
30: cube strength
Cube strength is roughly 1.25x bigger than cylinder strength.

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6
Q

When is a slip form paver used?

A
  • Used to consolidate, form into geometric shape and finish by pulling the forms continuously through.
  • Most appropriate for larger jobs that require high production rates
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7
Q

What is screeding?

A

A form of finishing of concrete; when you strike concrete off to desired level.

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8
Q

What is bullfloating?

A
  • It eliminates high and low spots and embeds large aggregate particles immediately after strikeoff
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9
Q

Why does concrete need to be cured?

A
  • Hydration stops as internal relative humidity drops below 80%. Hydration resumes if curing stopped and resumed.
  • To develop its optimum properties: Increased maturity, Reduced capillary porosity, Increased strength and durability
  • To minimise volume changes in concrete due to shrinkage
  • Maintain moisture and temperature in the concrete to promote continued hydration and strength gain.
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10
Q

What are the parameters affecting curing? and what are the effects?

A

Interrupted Curing:
- Re-saturated concrete will resume its interrupted hydration.
- Strength developed is not as high as it would have been if moist curing had not been interrupted.
Relative humidity
- When internal RH falls below 80%, hydration will cease altogether.
Temperature
- Higher temperature = increased early strength, but lower ultimate strength.

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11
Q

Points on the duration of moist curing

A
  • 7 days of moist curing for most structural concrete is necessary to attain 70% of the specified strength.
  • For unreinforced mass concrete, minimum curing times should be longer: Two weeks, or three weeks if a pozzolan is used
  • Longer times allow for slower strength development of a low heat meets and of the cement-pozzolan reaction.
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12
Q

What are the three curing approaches from best to worst?

A

Water curing -> Sealed curing -> Heat & additional moisture

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13
Q

When should water curing start? And what are teh 3 methods of water curing?

A
  • Should scary about 1 hour preceding the time of initial set
    Three methods:
  • Ponding: Smaller jobs, flat work and lab work
  • Spraying/fogging: Expensive and lots of water
  • Wet coverings: Burlap, cotton, rugs etc.
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14
Q

What does sealed curing do? And how does it work

A
  • Prevents moisture loss only
  • Uses impervious paper or plastic sheets
  • Membrane forming compounds
  • Leave forms in place
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15
Q

Points on heat curing

A

Insulate ->
Steam (good for early strength gain and in freezing weather) ->
Heating (heating coils, electrical heated forms or pads) (usually in precast plants only)

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16
Q

What is the maturity concept and how to calculate it?

A
  • Samples of a concrete mixture of the same maturity will have similar strength, regardless of the combination of time & temperature yielding the maturity.
  • Maturity = T x (change in time)
    Where T = temperature above the datum (-10C)
17
Q

What is steam curing and what are its advantages?

A
  • Curing in live steam at atmospheric pressure
  • Increases rate of strength development
  • Used primarily in precast concrete.
    Advantages:
    • Rapid turnover of moulds and framework
    • Shorter curing periods before shipment
    • Less damage during handling
18
Q

What are the properties of concrete by steam curing?

A
  • Chemistry of hydration does not change
  • Increased early strength due to rapid hydration in early stage
  • Higher rate of hydration will lead to lower ultimate strength
  • Decrease in ultimate strength due to a less uniform distribution of products
19
Q

What is autoclaving?

A
  • High pressure steam curing
  • Only used for precast concrete
  • Pros: Products ready for use within 24h with equivalent 28 day strength under normal curing
  • Curing cycle similar to low pressure steam curing
20
Q

What considerations need to be taken into account when deciding on method of curing?

A
  • Availability of curing materials
  • Size and shape of structure
  • Production facilities (in-place or precast)
  • Aesthetic appearance
  • Economics
21
Q

What problems do hot weather make for concrete?

A
  • Increases the water requirement to maintain a given slump
  • Accelerated setting decreases the time to place, compact and finish
  • Increases the danger of plastic shrinkage
  • Lowers the ultimate strength
22
Q

What is the optimum and maximum range of concrete temps?

A

Optimum: 10 - 15C
Maximum: 30 - 33C