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  Chemical Additives
             
  Autolevelling Foam DGF SAN-5
   Technical Performances
   Technical Sheet
   Consumptions
 

AUTOLEVELLING FOAM
The chemical additive consumption which is according to a dry density between  400-450 kg/m3 it could be abridged between 0,8 and 1,2 kg per m3 for performing cellular concrete.
Nevertheless, it is not possible to provide an exact description of the chemical additive consumption due to the participation of the following factors:

TYPE OF CEMENT
Cements formulation take part in the capacity of skimming of the chemical additive, for this reason it is convenience to request mark and types. Our experience let us to be the best in the present market.
The differences of the chemical additive consumption due to this concept it could be of the double with one or other type of cement. The cement must be recent and not cold, if it is cold, it needs more chemical additive and it produces less resistance at the end.
Other concepts of less importance:
-Harder water or briries that consume more chemical additive.
-High temperatures in water, cement and generally of the atmosphere a major consumption of the chemical additive than smooth and fresh temperatures.

WATER
The water consumption depends on the temperature and the moist of the atmosphere, the state of the covering and the desire of performing cellular concrete more or less fluid.

RECOMMENDED DOSES OF WATER PER SACK OF CEMENT

Kg per sack of cemen Water litres
Recommended MIN MAX
25 16 15 19
30 19 17 22
35 22 20 26
42,5 26 24 32
50 31 28 37

Quantities of water between 35 and 40 litres will be used when it desires low densities in moist atmosphere: 400-500 Kg/m3 in low filling height over very absorbent covers and also the weather is hotter and dry. It also increases the quantity of water if you desire that the cellular concrete will be more autolevelling.



CORRESPONDENCE BETWEEN MOIST DENSITY, DRY DENSITY, CONSUMPTION OF CEMENT IN Kg/m3 AND COMPRESSIVE RESISTENCE IN Kg/cm2

MOIST DENSITY(1)
Kg/m3

DRY DENSITY(2)
Kg/m3

CEMENT CONSUMPTION
Kg/m3

COMPRESSIVE RESISTENCE(3)

THERMAL RESISTENCE(4)
m2 ºC / W

THERMAL CONDUCTIVITY(4)
W / m ºC

Kg/cm2 MPa
200 172 123 X X 1.86 0.05
225 193 138 X X 1.78 0.06
250 215 154 X X 1.70 0.06
275 236 168 2.5 0.24 1.63 0.06
300 258 184 4.6 0.45 1.55 0.06
325 279 200 6.6 0.65 1.47 0.07
350 301 215 8.7 0.85 1.40 0.07
375 322 230 10.8 1.06 1.32 0.08
400 344 246 12.9 1.26 1.24 0.08
425 365 261 14.9 1.46 1.17 0.09
450 387 276 17.0 1.67 1.09 0.09
475 408 292 19.1 1.87 1.01 0.10
500 430 307 21.1 2.07 0.93 0.11
525 451 322 23.2 2.28 0.86 0.12
550 473 338 25.3 2.48 0.78 0.13
575 494 353 27.4 2.68 0.70 0.14
600 516 368 29.4 2.89 0.63 0.16
625 537 384 31.5 3.09 0.55 0.18
650 559 399 33.6 3.29 0.47 0.21
675 580 414 35.7 3.50 0.40 0.25
700 602 430 37.7 3.70 0.32 0.31
725 623 445 39.8 3.90 0.24 0.41
750 645 461 41.9 4.11 0.17 0.60
775 666 476 43.9 4.31 0.09 1.10
800 688 491 46.0 4.51 X X
825 709 507 48.1 4.72 X X
850 731 522 50.2 4.92 X X
875 752 537 52.2 5.12 X X
900 774 553 54.3 5.33 X X

 

 
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