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| Techn. Data of hard aggregate acc. to DIN 1100 | Specified Values of hard aggregate screeds acc. to DIN 18560-ZE 65 A | |||
| acc.to DIN 1100 coating group A -average values- |
acc.to test certificate external control DIN 1100 KORODUR WH-special |
quality test | confirmation test |
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| Tensile strength N/mm2 nominal strength (smallest single value) serial strength (avg. value) |
min. 10 - - |
11,2 - - |
- - >=9 |
- >=8 >=9 |
| Compressive strength N/mm2 nominal strength (smallest single value) serial strength (avg. value) |
min. 80 - - |
80,6 - - |
- >=65 >=75 |
- - - |
| Wear cm3/50 cm2 nominal strength (greatest single value) serial strength (avg. value) |
max. 6,0 - - |
1,97 - - |
- <=7 <=6 |
- - <=6 |
| Bulk density kg/dm3 | without norm | 1,835 | - | - |
| Granulormetric size composition | acc.to DIN 4226 | acc to DIN 4226 | - | - |
Qualification test values = DIN 1100-values
Stress Groups for Hard Aggregate Concrete Screeds, according to DIN 18560 Part 5, Table 1
| StressGroup | Mechanical Stress | ||
| description | Kind of frequency | Samples of classification | |
| I Heavy |
primarily rolling-grinding frictiion, percussion, pressure and impact | Traffic with hard wheels: More than 0,6 t axle load up to 200 vehicles/day up to 0,6 t axle load more than 200 vehicles/day Transportation of freight: deposit and rolling of heavy goods |
Production, assembly and storage rooms for heavy goods, metal producing and processing factories, passage ways, airport construction, civil engineering hydraulics. |
| primarily grinding | Traffic with soft wheels: More than 5 t axle load up to 200 vehicles/day up to 5 t axle load more than 200 vehicles/day Pedestrian traffic: at very high traffic concentration Transportation of freight: grinding and sliding of very heavy lumpy and granular goods |
Assembly and storage halls for heavy goods, motor-vehicle halls for heavy vehicles, fair halls, stadiums, railway platforms, stairs for public service, paper stores, bunkers, silos, courtyards used by traffic. | |
| II Medium |
primarily rolling-grinding friction, percussion, pressure and impact | Traffic with hard wheels: up to 0,6 t axle load up to 200 vehicles/day Transportation of freight: Deposit and rolling of medium-weight goods |
Production and storage rooms for medium-weight goods, machinery, automobile and tool construction factories, plant traffic areas, courtyards used by traffic, passage ways |
| primarily grinding | Traffic with soft wheels: up to 5 t axle load up to 200 vehicles/day up to 2 t axle load more than 200 vehicles/day Pedestrian traffic: at middler traffic concentration Transportation of freight: grinding and sliding of light to medium-weight lumpy and granular goods |
Production and storage rooms for medium-weight goods, assembly halls, truck garage halls, highly frequented staircases and corridors. | |
| III Light |
primarily rolling-grinding friction, percussion, pressure and impact | Transportation of Freight: deposit and rolling of light goods |
workshops, production and storage rooms for light goods |
| primarily grinding | Traffic with soft wheels: up to 2 t axle load up to 200 vehicles/day Pedestrian traffic: at low traffic concentration |
storage rooms for light good: car parks, staircases and passage ways | |
In case of the occurance of stresses exceeding the values of stress group I, e.g. at the erection of heaviest machinery equipment or traffic of heaviest vehicles (crawlers), special precautions become necessary. |
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Group of Mechanical stress acc. to DIN 18560 (1990) Part 7, Table 1
| Processing and consumption | Indoor Surfaces | Outdoor Surfaces | |
| KORODUR WH-Special 0/4 | |||
| Coating Group in acc. with DIN 18560, Part 5, table 1 |
Hard aggregate topping thickness in accordance with DIN 18560, Part 5, minimum thickness - avg. values - |
Mixing Ratio 1 w.u. cement : 2 w.u. KORODUR WH-Special water-cement value 0,32 - 0,40 |
Mixing Ratio 1 w.u. cement : 3 w.u. KORODUR WH-Special water-cement value 0,32 - 0,40 |
| I (heavy) | 15 (10) mm | 24 kg/M2 hard aggregate | 24 kg/M2 hard aggregate |
| II (medium) | 10 ( 6) mm | 16 kg/M2 hard aggregate | 16 kg/M2 hard aggregate |
| III (light) | 8 ( 5) mm | 13 kg/M2 hard aggregate | 13 kg/M2 hard aggregate |
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