Curing of concrete Flashcards

1
Q

What is the purpose of “moisture curing”?

A

To ensure that the concrete will have sufficient with water in early age. It prevent cracks due to “plastic shrinkage”

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2
Q

What is the purpose of “heat curing”?

A

To speed up the development of strength of the concrete. Prevent the concrete from freexing in early age.

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3
Q

What is “plastic shrinkage”? When does it normally happen? Which climatic situation does give the
highest risk? Which kind of binding-agent (sv: bindemedel) shall be avoided in order reduce the
risk? How can plastic shrinkage be prevented?

A

cracks appear in horizontal surface structures such as slab on ground. The risk of this is especially high when concrete is poured in a dry, hot and windy climate.
The binding agent which should be avoided is silicafume.

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4
Q

What do we mean by “W-methods”? Name advantages and disadvantages!

A

It will keep the concrete wet by adding water or cover the concrete surface with wet carpets
Advantage: Effective
Dissadvantage:
-Initial moisture inte building
- can not be used in connection with winter concreting

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5
Q

What do we mean by “A-methods”? Name advantages and disadvantages!

A

Evaporation is prevented by the form-wall. Free concrete surfaces are covered by vapourtight plastic foil or similar.
Advantage:
-less initial moisture into building
-Can be used in connection with winter concreting
Disadvantage:
-Not so effective
-The water within the concrete may not be sufficient for the chemical reaction

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6
Q

What do we mean by “Membrane curing -methods”? Name advantages and disadvantages!

A

Application of membrane curing liquid as soon as possible after the concrete has been cast or directly after curing with W- or A-method has been completed.
Advantage:
-less initial moisture into building
-can be used in connection with winter concreating
disadvantage:
-Not so effective
-The water within the concrete may not be sufficient for the chemical reaction

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7
Q

There are, in principle, three situations when there can be a need of estimation of concrete strength. Name these!

A
  1. time for moisture- curing
  2. Time for form-stripping
  3. Time for protection against freezing
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8
Q

The methods for estimation of concrete strength can be divided into two groups. Name these!

A
  • Estimations based on “maturity functions”

- Direct measurement

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9
Q

What is the “equivalent maturity age t20”?

A

T20= summan(Kti*delta t)

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10
Q

Describe briefly how the strength of concrete can be estimated with the help of maturity functions!

A

alt 1: 1. Continuous measurement of the temperature in concrete structure

  1. Calculation of t20 by use of factors
  2. calculation of strenght with tendency curve
    alt. 2
  3. continous measurement of t20
  4. calculation of strength with tendency-curve
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11
Q

Describe the BO-test briefly.

A

help

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12
Q

Describe the LOK-test briefly

A

helpo

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