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| PRODUCTIVITY |
PRESCRIPTIONS
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RELATION
WATER-CEMENT |
| Production (m3/h) |
Designation
DGF of CC |
Moist
Denstity
(Kg/m3) |
Dry
Density
(Kg/m3) |
Cement
consumption
(Kg/m3) |
| Minimum |
Maximum |
| 8,8 |
21,1 |
HC 250 |
400 |
344 |
250 |
63/100 |
| 7,7 |
16,9 |
HC 300 |
500 |
430 |
300 |
63/100 |
| 6,2 |
14,8 |
HC 350 |
570 |
663 |
350 |
63/100 |
| 5,4 |
13 |
HC 400 |
650 |
758 |
400 |
63/100 |
Test carried out with cement Portland CEM II/A-M (V-L) 32,5 N type. With other cements with other features, the productivity of the machine would be variable ± 10 %.
Dry density would vary a little too, doubt to same reason. |
| Production of the machine would be programmed easily to adapt it at work conditions. |
|
| It is possible a pumping high upper to 100 m. |
| Recommended pumping high is 60 m. |
| The technical C.C.(2) more usual in standard applications are between CC250 and CC400. It is possible to obtain other types of CC to specific applications: Between CC125 and CC500. |
(2) C.C.: Cellular Concrete |
The D.G.F. naming of technical C.C.:
CC followed by a number that indicates the amount of cement
Example: CC 250 (250 Kg of cement per m3) |
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