Kurt1985-1
2014-05-06 23:30:40
- #1
Hello Marcel,
Quartzites are also very pressure-resistant and are a wear-resistant material. Choose a cheap regional supplier here. Then you calculate both types and can decide which is better. For the substructure, it doesn’t make much difference. In my opinion, the decision that has to be made is purely a matter of money.
For both, have the sieve curve given, i.e., among other things, how much fine material is included. The fine material (grain diameter < 0.063 mm) should not exceed 5 wt.-%, otherwise the water permeability is too low. This is a general value; the technical specifications of the paving manufacturer may specify something different. For RCL, the amount of brick chippings should also be low, because bricks act capillary – even in a crushed state.
A chipping without fine material – as offered to you with 2/5 – is highly permeable, but less compactable. Such a thing is also called "Ecological installation". In my opinion, this could only be considered if the substructure were poorly permeable. With 80 - 100 cm mineral mixture / RCL this should work, because with the prescribed slope, only a fraction of the rainwater hitting the joints seeps away.
Which pavement do you want to lay? What does the manufacturer specify for bedding and joints?
Best regards
Quartzites are also very pressure-resistant and are a wear-resistant material. Choose a cheap regional supplier here. Then you calculate both types and can decide which is better. For the substructure, it doesn’t make much difference. In my opinion, the decision that has to be made is purely a matter of money.
For both, have the sieve curve given, i.e., among other things, how much fine material is included. The fine material (grain diameter < 0.063 mm) should not exceed 5 wt.-%, otherwise the water permeability is too low. This is a general value; the technical specifications of the paving manufacturer may specify something different. For RCL, the amount of brick chippings should also be low, because bricks act capillary – even in a crushed state.
A chipping without fine material – as offered to you with 2/5 – is highly permeable, but less compactable. Such a thing is also called "Ecological installation". In my opinion, this could only be considered if the substructure were poorly permeable. With 80 - 100 cm mineral mixture / RCL this should work, because with the prescribed slope, only a fraction of the rainwater hitting the joints seeps away.
Which pavement do you want to lay? What does the manufacturer specify for bedding and joints?
Best regards