durable concrete tanks

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Durable Concrete Tanks Improving resistance to corrosive attack Presented at the WPCA meeting January 2010 By Sam Lines, Concrete Sealants, Inc.

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Page 1: Durable Concrete Tanks

Durable Concrete TanksImproving resistance to corrosive

attack

Presented at the WPCA meeting January 2010By Sam Lines, Concrete Sealants, Inc.

Page 2: Durable Concrete Tanks

The Problem

This used to be aDistribution Box

Corrosion

0.58 WCR

Page 3: Durable Concrete Tanks

Concrete Deterioration

Possible causes of concrete deterioration:H2S Attack– Hydrogen sulfide oxidation = H2SO4 sulfuric acid– Reacts with Ca(OH)2 (free lime) to become gypsum– Gypsum reacts with aluminates to form ettringite

Microbial Induced Corrosion– Through a biological chain, H2S is converted into

H2SO4 by Thiobicillus bacteria– H2SO4 reacts with free lime in the concrete

Page 4: Durable Concrete Tanks

Concrete Deterioration

Other types of attack include:CarbonationChloride-ion AttackDry shrinkage cracking

Page 5: Durable Concrete Tanks

Problem Concrete

Page 6: Durable Concrete Tanks

Durability: Your Best Defense

Durable concrete is the result of:A properly proportioned mixA low water-to-cementitious materials ratioThe use of Admixtures and Secondary Cementitious Materials (SCM’s)Proper Curing TechniquesSealers / Densifiers / Coatings

Page 7: Durable Concrete Tanks

Quality Concrete Products

Page 8: Durable Concrete Tanks

Quality Concrete Products

Page 9: Durable Concrete Tanks

Proportioning

Page 10: Durable Concrete Tanks

Proportioning

Page 11: Durable Concrete Tanks

Cement hydration producesfour parts C-S-H (glue) plus one part Ca(OH)2 (free lime)

“Glue”

“I’m Outta Here!”

Cement Hydration

Page 12: Durable Concrete Tanks

WCR =Weight of Water to

Weight of Cementitious Materials

Type IType IType I

WaterProportioning

Page 13: Durable Concrete Tanks

Water/Cementitious Materials Ratio

Low water/cementitious materials ratios are critical for

increased concrete strengthwater tightnessincreased durability

High water/cementitious materials ratiosHigh water content will evaporate, leaving large capillary poresIncreased porosityDecreased strength

Page 14: Durable Concrete Tanks

Importance of a Low WCR

Low High

High

Porosity

Stre

ngth

High

Low

Low

High

A low water-to-cement ratio (below 0.45) will produce a denser concrete with a lower porosity than that of a high water-to-cement ratio.

Dense concrete is stronger and more durable than porous concrete.

Page 15: Durable Concrete Tanks

WCR and Permeability

Page 16: Durable Concrete Tanks

Concrete Curing Effects

Page 17: Durable Concrete Tanks

Curing Agents

Cylinders 1-4 and 9 have a Cure and Seal applied.

All cylinders were field cured after 24 hours.

Photo is at 28 days of age.

Page 18: Durable Concrete Tanks

Sealers and Densifiers

Penetrating sealers can be used with old and new concrete.The chemicals react with the free lime present in the concrete and form a pore blocking crystalline structure.Some densifiers are added to the concrete in the mixer.Most are either Silicates, Silanes, or Siloxanes

Page 19: Durable Concrete Tanks

Penetrating Sealers / Densifiers

Sealed Unsealed

Initial Water Placed on Sample

Effects of Water After 120 Minutes

Both samples of concrete are from the same mix, cured in the same manner.

Page 20: Durable Concrete Tanks

Conclusion

Remember: Not all concrete is the same!!!Durable concrete with low porosity provides better resistance to chemical attackGood production practices produce good concrete products:– Well designed / proportioned mixes– Low water-to-cement ratios– Proper early age curing

Page 21: Durable Concrete Tanks