Benefits
- No staining through colourful granulate structure
- Robust and reusable
- Particularly suitable for the transport of fair-faced concrete elements
- High temperature resistance from –30 °C to +120 °C
Technical data
Load types Anti-Slip underlays
Heavy loads (e.g. exposed concrete elements)Coefficient of sliding friction
µ 0.9 at a surface pressure of up to 270 t/m²Operating temperature
–30 °C to +100 °CStandard
(VDI 2700 sheet 14)Handling
1.Intermediate layers must also be provided with anti-slip mats.
2.Anti-slip mats must be designed such that the load and the underlying loading surface do not touch each other. It is not necessary to lay out the entire loading surface with anti-slip mats.
3.The friction coefficient attainable under practical conditions depends on the material pairing, the temperature, the condition of the material surfaces and the anti-slip mat.
4.The contact between the friction partners must be maintained in every driving situation.
5.In order to achieve the optimum slip inhibition, the contact areas (load and loading surface) must be dry, clean and free from ice and grease.
Downloads
Description
-
Benefits
Benefits
- No staining through colourful granulate structure
- Robust and reusable
- Particularly suitable for the transport of fair-faced concrete elements
- High temperature resistance from –30 °C to +120 °C
-
Technical data
Technical data
Load types Anti-Slip underlays
- Heavy loads (e.g. exposed concrete elements)
Coefficient of sliding friction
- µ 0.9 at a surface pressure of up to 270 t/m²
Operating temperature
- –30 °C to +100 °C
Standard
- (VDI 2700 sheet 14)
-
Handling
Handling
1.Intermediate layers must also be provided with anti-slip mats.
2.Anti-slip mats must be designed such that the load and the underlying loading surface do not touch each other. It is not necessary to lay out the entire loading surface with anti-slip mats.
3.The friction coefficient attainable under practical conditions depends on the material pairing, the temperature, the condition of the material surfaces and the anti-slip mat.
4.The contact between the friction partners must be maintained in every driving situation.
5.In order to achieve the optimum slip inhibition, the contact areas (load and loading surface) must be dry, clean and free from ice and grease.
-
Downloads
Downloads
Description
Benefits
- No staining through colourful granulate structure
- Robust and reusable
- Particularly suitable for the transport of fair-faced concrete elements
- High temperature resistance from –30 °C to +120 °C
Technical data
Load types Anti-Slip underlays
Heavy loads (e.g. exposed concrete elements)Coefficient of sliding friction
µ 0.9 at a surface pressure of up to 270 t/m²Operating temperature
–30 °C to +100 °CStandard
(VDI 2700 sheet 14)Handling
1.Intermediate layers must also be provided with anti-slip mats.
2.Anti-slip mats must be designed such that the load and the underlying loading surface do not touch each other. It is not necessary to lay out the entire loading surface with anti-slip mats.
3.The friction coefficient attainable under practical conditions depends on the material pairing, the temperature, the condition of the material surfaces and the anti-slip mat.
4.The contact between the friction partners must be maintained in every driving situation.
5.In order to achieve the optimum slip inhibition, the contact areas (load and loading surface) must be dry, clean and free from ice and grease.
Downloads
Description
-
Benefits
Benefits
- No staining through colourful granulate structure
- Robust and reusable
- Particularly suitable for the transport of fair-faced concrete elements
- High temperature resistance from –30 °C to +120 °C
-
Technical data
Technical data
Load types Anti-Slip underlays
- Heavy loads (e.g. exposed concrete elements)
Coefficient of sliding friction
- µ 0.9 at a surface pressure of up to 270 t/m²
Operating temperature
- –30 °C to +100 °C
Standard
- (VDI 2700 sheet 14)
-
Handling
Handling
1.Intermediate layers must also be provided with anti-slip mats.
2.Anti-slip mats must be designed such that the load and the underlying loading surface do not touch each other. It is not necessary to lay out the entire loading surface with anti-slip mats.
3.The friction coefficient attainable under practical conditions depends on the material pairing, the temperature, the condition of the material surfaces and the anti-slip mat.
4.The contact between the friction partners must be maintained in every driving situation.
5.In order to achieve the optimum slip inhibition, the contact areas (load and loading surface) must be dry, clean and free from ice and grease.
-
Downloads
Downloads
Description