Benefits
- Long-term test before market introduction by a heavy-duty transport company for construction machines of up to 85 t
- Cutting to size with a circular saw or jigsaw is possible
- Particularly suitable for heavy construction machines with caterpillar drive where most anti-slip mats are pressed through
Technical data
Coefficient of sliding friction
Load types Anti-Slip underlays
Heavy construction machinery with crawler trackStandard
(VDI 2700 sheet 14)Surface pressure
579 [t/m²]Handling
1.The contact between the friction partners must be maintained in every driving situation.
2.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.
3.Intermediate layers must also be provided with anti-slip mats.
4.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.
5.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.
Downloads
Description
-
Benefits
Benefits
- Long-term test before market introduction by a heavy-duty transport company for construction machines of up to 85 t
- Cutting to size with a circular saw or jigsaw is possible
- Particularly suitable for heavy construction machines with caterpillar drive where most anti-slip mats are pressed through
-
Technical data
Technical data
Coefficient of sliding friction
- µ 0.62 dry transverse to the running direction of the chain
- µ 0.51 wet in the running direction of the chain
- µ 0.64 dry in the running direction of the chain
- µ 0.4 wet transverse to the running direction of the chain
Load types Anti-Slip underlays
- Heavy construction machinery with crawler track
Standard
- (VDI 2700 sheet 14)
Surface pressure
- 579 [t/m²]
-
Handling
Handling
1.The contact between the friction partners must be maintained in every driving situation.
2.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.
3.Intermediate layers must also be provided with anti-slip mats.
4.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.
5.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.
-
Downloads
Downloads
Description
Benefits
- Long-term test before market introduction by a heavy-duty transport company for construction machines of up to 85 t
- Cutting to size with a circular saw or jigsaw is possible
- Particularly suitable for heavy construction machines with caterpillar drive where most anti-slip mats are pressed through
Technical data
Coefficient of sliding friction
Load types Anti-Slip underlays
Heavy construction machinery with crawler trackStandard
(VDI 2700 sheet 14)Surface pressure
579 [t/m²]Handling
1.The contact between the friction partners must be maintained in every driving situation.
2.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.
3.Intermediate layers must also be provided with anti-slip mats.
4.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.
5.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.
Downloads
Description
-
Benefits
Benefits
- Long-term test before market introduction by a heavy-duty transport company for construction machines of up to 85 t
- Cutting to size with a circular saw or jigsaw is possible
- Particularly suitable for heavy construction machines with caterpillar drive where most anti-slip mats are pressed through
-
Technical data
Technical data
Coefficient of sliding friction
- µ 0.62 dry transverse to the running direction of the chain
- µ 0.51 wet in the running direction of the chain
- µ 0.64 dry in the running direction of the chain
- µ 0.4 wet transverse to the running direction of the chain
Load types Anti-Slip underlays
- Heavy construction machinery with crawler track
Standard
- (VDI 2700 sheet 14)
Surface pressure
- 579 [t/m²]
-
Handling
Handling
1.The contact between the friction partners must be maintained in every driving situation.
2.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.
3.Intermediate layers must also be provided with anti-slip mats.
4.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.
5.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.
-
Downloads
Downloads
Description