Posted: Tue Mar 20, 2007 11:47 am
Thanks for replies about the air bubbles in my paving slabs. These are the least of my worries.
Builders laid all slabs and didnt point so they are now all wobbly. Have been advised they all need to come up so am now having work done 'properly' as previous builders did not remove old concrete path so we are up near dpc (although we have a linear drain).
Now got quotes to dig out, relay sub base and relay all slabs. However, one contractor (my preferred as he is a reputable local builder) wants to lay a 100mm concrete sub base and not type 1. When we questioned this he said we wouldnt have any cracking of the pointing this way.
The area is about 30 sq meters and about 2ft below the level of the garden which rises away from the house. It ajoins the house wall on one length and a retaining wall on the other.
The retaining wall is now to be redone so the contractor's idea is to make a concrete base reinforced at the edges for the wall.
Is a concrete base excessive and what about the possibility of heave and cracks?
Thanks.
Builders laid all slabs and didnt point so they are now all wobbly. Have been advised they all need to come up so am now having work done 'properly' as previous builders did not remove old concrete path so we are up near dpc (although we have a linear drain).
Now got quotes to dig out, relay sub base and relay all slabs. However, one contractor (my preferred as he is a reputable local builder) wants to lay a 100mm concrete sub base and not type 1. When we questioned this he said we wouldnt have any cracking of the pointing this way.
The area is about 30 sq meters and about 2ft below the level of the garden which rises away from the house. It ajoins the house wall on one length and a retaining wall on the other.
The retaining wall is now to be redone so the contractor's idea is to make a concrete base reinforced at the edges for the wall.
Is a concrete base excessive and what about the possibility of heave and cracks?
Thanks.