bldg materials-common concrete problems

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COMMON CONCRETE PROBLEMS Problem Cause Prevention & Corrections Excessive Bleeding Excess water in the mix Reduce water content Not enough fines in the mix Increase the cement or sand Aggregate Segregation Too high slump Add superplasticizer Over vibration Reduce vibration in each location Not enough vibration Increase vibrator at close intervals Too long of drop for placement Use appropriate drop chutes Lack of homogeneity in the mix Increase mix time, add air entrainment Sticky Finish Too much air entrainment Reduce air and/or fines Surface drying too fast Spray water on subgrade and forms Setting too fast High temperatures Use cooler water in mix or cool aggregate with water High cement content Add water reducing retarder Trucks getting hot from sun Sprinkle mixing drums during wait or reschedule deliveries for minimum wait time Setting up too slow Mix too lean Increase cement content or use accelerator Cold/wet subgrade Insulate and or protect before placement of concrete Plastic shrinkage Too rapid loss of water. High Fog spray at curing. Do not use vapor retarder.

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Building Materials - common Concrete Problems

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COMMON CONCRETE PROBLEMS

COMMON CONCRETE PROBLEMS

Problem Cause

Prevention & CorrectionsExcessive BleedingExcess water in the mixReduce water content

Not enough fines in the mixIncrease the cement or sand

Aggregate SegregationToo high slumpAdd superplasticizer

Over vibrationReduce vibration in each location

Not enough vibrationIncrease vibrator at close intervals

Too long of drop for placementUse appropriate drop chutes

Lack of homogeneity in the mixIncrease mix time, add air entrainment

Sticky FinishToo much air entrainmentReduce air and/or fines

Surface drying too fastSpray water on subgrade and forms

Setting too fastHigh temperaturesUse cooler water in mix or cool aggregate with water

High cement contentAdd water reducing retarder

Trucks getting hot from sunSprinkle mixing drums during wait or reschedule deliveries for minimum wait time

Setting up too slowMix too leanIncrease cement content or use accelerator

Cold/wet subgradeInsulate and or protect before placement of concrete

Plastic shrinkage crackingToo rapid loss of water. High winds, heat or low humidityFog spray at curing. Do not use vapor retarder. Set up wind breaks

Low yield Wrong ratio of water, cement and aggregatesHave test run

FLAT SLABS

Shrinkage cracksWrong spacing and depth of contraction jointsCut joints the depth of slab. Space joints at 2 times the thickness

Late joint sawingPlan to saw the same day as pour, within 4 hours

No isolation joints at walls or columnsInstall isolation joints

Excessive shrinkageReduce water in mix

Hairline cracksToo high slump of concreteReduce water

Too early trowelling or too much trowellingReduce the methods of trowelling by contractor

Rapid surface dryingCure concrete immediately after finishing

BlisteringSlab closed too soon, trapping air and waterDelay floating and trowelling

CurlingUneven drying between top of slab and lower parts Use lower slump

WALLS

HoneycombNot enough vibrationReduce height of the pour. Insert vibrator more often. Add superplasticizers

Surface voidsAir or water trapped against formworksReduce air entrainment. Vibrate as close to form as possible