Compact mortar M100/600
Product description
Fescon Compact Mortar is a masonry cement based mortar for burnt and sand-lime brick masonry. Contains additives that improve weather resistance, workability and tightness. Maximum grain size 1.2 mm.
- easy to use
- reduces the water permeability of the shell
- good workability characteristics
- available in 20 standard colours
- low capillary water penetration
- additional colours available to order
- frost-resistant
Applications
- facade masonry in locations subjected to heavy slanted rain
Vinkki! Vieritä taulukkoa sivuttain
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6416841331007
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COMPACT MORTAR M 100/600
|
33100
|
1000 kg
|
|
6416841331335
|
COMPACT MORTAR 39 QUARTZ WHITE
|
33133
|
1000 kg
|
|
6416841331014
|
COMPACT MORTAR 59 BIRCH BARK WHITE
|
33101
|
1000 kg
|
|
6416841331045
|
COMPACT MORTAR 40 LIME GRAY
|
33104
|
1000 kg
|
|
6416841331038
|
COMPACT MORTAR 41 GRAIN YELLOW
|
33103
|
1000 kg
|
|
6416841344250
|
COMPACT MORTAR HEAVY 42 BRICK RED
|
34425
|
1000 kg
|
|
6416841331052
|
COMPACT MORTAR 45 EARTH BROWN
|
33105
|
1000 kg
|
|
6416841331069
|
COMPACT MORTAR 46 PEAT BROWN
|
33106
|
1000 kg
|
|
6416841331076
|
COMPACT MORTAR 48 BLACK GRAY
|
33107
|
1000 kg
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|
6416841344274
|
COMPACT MORTAR 52 LINEN LIGHT
|
34427
|
1000 kg
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|
6416841344182
|
COMPACT MORTAR 44 SAND BROWN
|
34418
|
1000 kg
|
|
6416841344137
|
COMPACT MORTAR 71 SWAN
|
34413
|
1000 kg
|
|
6416841344083
|
COMPACT MORTAR 73 CUCKOO
|
34408
|
1000 kg
|
|
6416841344113
|
COMPACT MORTAR 75 LARK
|
34411
|
1000 kg
|
|
6416841344120
|
COMPACT MORTAR 77
|
34412
|
1000 kg
|
|
6416841344106
|
COMPACT MORTAR 79 PTARMIGAN
|
34410
|
1000 kg
|
|
6416841344243
|
COMPACT MORTAR 80 SIBERIAN JAY
|
34424
|
1000 kg
|
|
6416841344298
|
COMPACT MORTAR 81 TEAL
|
34429
|
1000 kg
|
|
6416841344229
|
COMPACT MORTAR 83 WILLOW GROUSE
|
34422
|
1000 kg
|
|
6416841344199
|
COMPACT MORTAR 85 RAVEN
|
34419
|
1000 kg
|
Refer to the bag for how much water the plaster requires. Add the dry material to the water and mix with a concrete mixer for around ten minutes. With a power mixer or a drill paddle, around two to three minutes of mixing is sufficient. Allow the plaster to stand for around ten minutes and mix it again for a short while. Find the correct consistency at this stage by gradually adding the rest of the water. We do not recommend adding all of the water right at the start. The finished plaster remains workable for around three hours.
The lowest working temperature is +5°C. The temperature of the stones must be above 0°C. Follow the instructions of the designers and official regulations in masonry work. National Building Code of Finland B8, Brick Structures, RYL 2000 and SFS manual 176. In facades subject to slanted rain, particular attention must be paid to masonry work and joint details. The brick should be at least 120 mm wide. Lay the bricks with full joints that are compacted during the masonry work. Ensure the tightness of the joints by applying mortar to the end of the brick before placing it. The connecting joints must be designed so that water that has penetrated the shell can exit the structure without damaging it.
Waste handling
Hardened product and empty, dry packages can be delivered to a landfill. A liquid product must be delivered to a hazardous waste reception point.
| Water requirement |
2.9-3.8 l/25 kg |
| Type |
powder |
| Colour |
standard and to-order colours |
| Maximum grain size |
1.2 mm |
| Package size |
1000 kg |
| Storage |
storage time in a dry location approx. 1 year |
| Lowest usage temperature |
+ 5°C |
| Workability time |
3 h |
| Compressive strength |
M 5 |
| Nominal shear resistance |
> 0.16 N/mm2 (avg) |
| Fire class |
A1 |
| Chloride content |
< 0,01 % |
| Frost resistance |
Yes |
| Water absorption by capillarity |
0.38 kg / (m2 *√min) |
| Water permeability |
test wall of smooth brick 270*130*75 no water permeation (rain test 7 h, air pressure difference 50 Pa, rain intensity 270 l/m²/h ) a wall laid with regular mortar permeates water in less than one hour |
The information is based on tests and practical experience. We cannot affect conditions at the work site so we cannot assume responsibility for the end result affected by local conditions.