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High performance Admixtures

Name : WINFLOW-GS(High Performance AE Water Reducing Agent)

Type : Standard Type

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WINFLOW-GS    High Performance AE Water Reducing Agent (Standard Type) KSF 2560


WINFLOW-GS is a liquid type AE water reducing admixture based on naphthalene sulfonate condensate. It improves the quality of high strength concrete by reducing W/C ratio, and also gives good workability. It improves reliability of the concrete structure  by reducing effects of construction conditions, and minimize defects such as hydration heat and dry shrinkage.


USAGE

* Ready mix concrete plant or Batch plant field
* Building, Civil and constructions, and ordinary structures
* High-fluidity and high-strength concrete
* Light weight concrete and concrete structures can be influenced by sea water
* Concrete secondary products



DOSAGE

* Typical ratios of 0.5% to 2.5% by weight of cement are suggested. Please test concrete to make sure each batch meets the exact specification on site.
* The dosage range is applicable to most concrete mixtures using typical concrete ingredients.  

   However, variations in job conditions and concrete materials, such as silica fume, may requires

   dosages outside the recommended range.



ADVANTAGES

* Reduces unit weight of cement by high dispersing ability
* Improves workability of concrete
* Hydration heat can be lowered by reduction of cement


PROPERTIES

* Appearance  : Dark brown liquid
* Specific gravity   : 1.200±0.05 (20)
* pH   : 7.0±3.0

 


 

MixingDesign



 Class

 Gravel
Size(mm)

 W/C(%)

S/A(%)

 Unit weight (kg/㎥)

 W

 C

 S

 G

 AD

 PLAIN

 25

 65.5

 48.5

210

 320

 855

 951

 

 WINFLOW-GS

 25

 51.6

 47.5

 165

320

 856

954

 3.84


TestResults



 Test Item

 KSF2560

 PLAIN

 WINFLOW-GS

 Admixture dosage (%)

 -

 -

 1.2

 Water Reduction (%)

 18≤

 -

21.4

 Bleeding (%)

 60≥

100 

49.0

 Setting Time
(Hr : Min)

Initial

-30~+120

 0

+60

Final

-30~+120

 0

+70

 Compressive strength ratio (%)

3Day

 135≤

 100

159

7Day

 125≤

 100

148

28Day

 115≤

 100

141

 Elongation (%)

 110≥

 -

101

 Relative dynamic modulus of elasticity (%)

 80≤

 -

97.5

 Time dependent change (initial→60min)

 Slump(㎜)

 60≥

 180

 180 → 150

 Air(%)

 ±1.5

 1.7

 4.8 → 4.4


 

Length change test           : Water curing for 7 days (20±2) and moist curing for 6 months (Temperature 20±2, Humidity 60±5%)

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


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