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Cold-Weather Concreting

Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

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Page 1: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Page 2: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Cold Weather

When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing —

CSA A23.1

Page 3: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Page 4: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Effect of Freezing Fresh Concrete Up to 50% reduction of ultimate

strength can occur if frozen — within a few hours before reaching a str. of 3.5 MPa

Frozen only once at an early age —

With curing nearly all strength can be restored

Less resistance to weathering More permeable

Page 5: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Relationship Between Initial Set and Casting Temperature

Page 6: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Relationship Between FinalSet and Casting Temperature

Page 7: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Relationship Between Slump and Casting Temperature

Page 8: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Effect of Temperature on Strength Development

Page 9: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Effect of Low Temperatureon Strength

Page 10: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Early-Age Strength

Page 11: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Retaining Heat of Hydration

Page 12: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Cold-Weather Concreting

Type 30 High-early-strength cement

Additional portland cement (60 to 120 kg/m3 )

Chemical accelerators

Methods to accelerate strength gain:

Page 13: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Page 14: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Effect of F/T on Strength of Non-Air-Entrained Concrete

Page 15: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Page 16: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Permissible Concrete Temperatures at Placing

Thicknessof Section, m

Temperature, °C

Minimum Maximum

Less than 0.3

0.3-1

1-2

More than 2

10

10

5

5

35

30

25

20

CSA A23.1

Page 17: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Effect of Temperatures of Materials on Concrete Temperature

0.22(TaMa + TcMc) + TwMw + TwaMwa

0.22(Ma + Mc) + Mw + Mwa

T =

T = temperature of the freshly mixed concrete, °C

Ta, Tc, Tw, and Twa = temperature in °C of aggregates, cementing materials, added mixing water, and free water on aggregates, respectively

Ma, Mc, Mw, and Mwa = mass, kg, of aggregates, cementing materials, added mixing water, and free water on aggregates, respectively

Page 18: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Page 19: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Max. Permissible Temp. Differential Between Concrete Surface and Ambient Air — Wind up to 25 km/hr.

Thickness of

concrete,

m

Max. permissible temp. differential, °C

L to H ratio of structure

0 3 5 7 20 or more

0.3

0.6

0.9

1.2

1.5

29

22

18

17

16

22

18

16

15

14

19

16

15

14

13

17

15

14

13

13

12

12

12

12

12

Page 20: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Checking Fresh Concrete Temperatures

Page 21: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Checking Hardened Concrete Temperatures

Page 22: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Temperature of Test Cylinders

Page 23: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Recommended Duration of (A) Concrete Temp. in Cold Weather

Air-entrained concreteAir-entrained concrete

Service category

Protection from early-age freezing

For safe stripping strength

Convent. concrete,

days

High-early strength concrete,

days

Convent.

concrete, days

High-early-strength concrete,

days

No load, not exposed, favorable moist-curing

2 1 2 1

No load, exposed, but later has favorable moist-curing

3 2

3 2

Partial load, exposed 6 4

Fully stressed, exposed

See next slide (B)

Page 24: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Recommended Duration of (B) Concrete Temp. in Cold Weather

Fully stressed, exposed, air-entrained concreteFully stressed, exposed, air-entrained concrete

Required % of standard-cured 28-day strength

Days at 10°C Days at 21°C

Type of portland cement

Type of portland cement

10 I or GU

20 II or MS

30 III or HE

10 I or GU

20 II or MS

30 III or HE

50 6 9 3 4 6 3

65 11 14 5 8 10 4

85 21 28 16 16 18 12

95 29 35 26 23 24 20

Page 25: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Cold-Weather Insulation, Aboveground

Page 26: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Thermal Resistance (R) for 10-mm Thickness ofness of Material

Board and SlabsDensity

kg/m3(m2 . °C)/W

Expanded polyurethane 24 0.438

Expanded polystyrene 29 0.277

Mineral fiberboard 256 - 272 0.204

Plywood 545 0.087Loose fill

Wood fiber, soft woods 32 - 56 0.231

Vermiculite 112 - 131 0.148

Page 27: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Insulating Blankets

Thermal resistance of mineral fibre blanket (50 to 70-

mm thick)

1.2

(m2 ·°C)/W

Page 28: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Insulating Concrete Forms (ICF)

Page 29: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Insulated Column Forms

High-density plywood

Rigid polystyrene

Rough plywood

Page 30: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Enclosures

Wood Canvas Tarpaulins Polyethylene Film

Page 31: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Heated Enclosure

Page 32: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Direct-Fired Heater

Page 33: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Indirect-Fired Heater

Page 34: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Hydronic Systems

Page 35: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Maturity Concept

M = (C + 10) t

where M = maturity factor = summation C = concrete temperature, °C t = duration of curing at temperature

°C, usually in hours

Page 36: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Page 37: Cold-Weather Concreting. Cold Weather When air temp. is at or below 5°C or when there is a probability of it falling below 5°C within 24 hours of placing

Cold-Weather Concreting

Video

Concreting on Ground