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Chemical Admixtures


Name : WINFLOW-AE100(Air-Entraining Admixtures)

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WINFLOW-AE100     Air-Entraining Admixtures KSF 2560

Air-entraining admixtures are used to improve durability, workability, and resistance to freeze and thaw cycles in fresh concrete by forming microscopic air bubbles that stabilize against heat and strong alkalines in the hydration of concrete by surfactant action.

 

USAGE
* Ready mix concrete plant or Batch plant field

* Concrete secondary products
* Mass Concrete such as dams or mats
* Subway construction which is exposed to the effects of vibration
* Concrete roads, runways, and bridges with a possibility of freezing
* Other concrete structures

 

DOSAGE
* 0.02 ~ 0.05 wt% of total binder

* Please test concrete to make sure each batch meets the exact specification because the amount of entrained air can vary depending on the nature of the aggregates and mixing conditions


 

ADVANTAGES
* Reduction in unit quantities and increase of resistance to freeze and thaw cycles

* Reduction in segregation of materials and concrete bleeding 

* Increased durability

* Improved liquidity and workability due to air-entraining admixtures

* Increased resistance to shrinkage cracking of concrete due to lower permeability

 


PROPERTIES

* Appearance  : colorless or light dark brown

* Specific gravity : 1.04±0.05 (20℃) 

* pH     : 6.0±3.0

Precautions

* There are some precautions to protect concrete against the effects of cold weather because the amount of air changes depending on the concrete temperature, type of cement used, S/A, SLUMP, particle size and shape of the fine aggregate and coarse aggregate, and other admixtures.

Packing : 20kg/can, 200kg/drum, 1TON/drum, Tank Lorry




MixingDesign


 Class

 Gravel
Size(mm)

W/C(%)

S/A(%)

 Unit weight (kg/㎥)

 W

 C

 S

 G

 AD

 PLAIN

 25

 65.0

 48.0

 195

 300

 854

 940

 -

 WINFLOW-AE100

 25

 59.7

 47.0

 179

 300

 832

 952

 0.06


 


TestResults


 

Test Item

 KSF2560

 PLAIN

 WINFLOW-AE100

 Admixture dosage (%)

 -

 -

 0.02

 Air Content (%)

 Plain(+3.0±0.5)

 1.6

 4.8

 Slump(㎜)

 8±10

 80

 80

Water Reduction (%)

 6≤

 

 8.5

Bleeding (%)

 75이하

 

 68.5

Setting Time
(Hr : Min)

 Initial

 -60 ~ +90

 0

 +10

Final

 -60 ~ +90

 0

 +15

 Compressive strength ratio (%)

 3Day

 95≤

 100

 98

 7Day

 95≤

 100

 101

 28Day

 90≤

 100

 103

 Elongation (%)

 120이하

 -

 102

Relative dynamic modulus of elasticity (%)

 80≤

 -

 97.9


Length changetest           : Water curing for 7 days (20±2) and moist curing for 6 months

                                                (Temperature 20±2, Humidity 60±5%)

Freeze-ThawResistancetest        : Specimen Temp. (4℃ → -18,  -184) 200 cycles


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