Posted: Sat Nov 22, 2008 9:53 am
Dear Brew Cabin,
I would like advice on the most appropriate mortar class for laying paving slabs on a sound concrete base.
The position of the concrete base would allow for a 10mm mortar bed plus slab thickness without compromising the recommended 150mm slab top to dpc height.
I propose to use a 15 -20 mm deep U notched floor tilers trowel and lay the slabs on a 10mm thin mortar bed and joint with a class III mortar.
The general recommendation is for a class III mortar bed but could I use a class IV or V mortar instead?
This weaker mortar would save money but does have the added advantage that the slabs would be more easily cleaned for relaying, if they need lifting in the future, as I suspect a class III mortar would be practically impossible to remove.
Would weaker bedding mortars fail in freezing conditions?
Regards,
I would like advice on the most appropriate mortar class for laying paving slabs on a sound concrete base.
The position of the concrete base would allow for a 10mm mortar bed plus slab thickness without compromising the recommended 150mm slab top to dpc height.
I propose to use a 15 -20 mm deep U notched floor tilers trowel and lay the slabs on a 10mm thin mortar bed and joint with a class III mortar.
The general recommendation is for a class III mortar bed but could I use a class IV or V mortar instead?
This weaker mortar would save money but does have the added advantage that the slabs would be more easily cleaned for relaying, if they need lifting in the future, as I suspect a class III mortar would be practically impossible to remove.
Would weaker bedding mortars fail in freezing conditions?
Regards,