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.

Transcript of Durable Concrete Tanks

Page 1: Durable Concrete Tanks

Durable Concrete TanksImproving resistance to corrosive

attack

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

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The Problem

This used to be aDistribution Box

Corrosion

0.58 WCR

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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

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Concrete Deterioration

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

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Problem Concrete

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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

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Quality Concrete Products

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Quality Concrete Products

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Proportioning

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Proportioning

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

“Glue”

“I’m Outta Here!”

Cement Hydration

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WCR =Weight of Water to

Weight of Cementitious Materials

Type IType IType I

WaterProportioning

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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

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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.

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WCR and Permeability

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Concrete Curing Effects

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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.

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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

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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.

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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

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