Any mortar mix, be it lime based or cement based and in various strenghts, has to be chosen according to type of masonary and situation for these to perform at their best.Schoolmarm said:Can you tell us why that is preferable to nhl 5 Middi? As I have pretty much insisted on everyone using it on my roof.
The strength of this mix is as close as one can get to the strength and porousity of a hand made clay tile or ridge tile. The rule of " building mortar " thumb is that the mortar strength and porousity should not exceed the strength and porousity of the masonary that it is supposed to bind. If the tiles, or ridges, in question were of a modern construction, ie- usually glazed and impermeable, then a modern 4 : 1 sharp sand and cement mix would be more appropriate.dans said:Middi- by interest, why choose what looks like quite a weak mix? Surely less sand would offer more strength?
Lime rich mortarangrybird said:this isnt about ridge tiles but i'm hoping middi might pick up on this topic
the driveway to my house has 6 foot high limestone walls on either side ,the mortar has all but gone!apart from what looks like mud and a few ferns growing out of it.What should mix should I repoint the walls with please ?
kind regards
Jacqueline x
middi said:The strength of this mix is as close as one can get to the strength and porousity of a hand made clay tile or ridge tile. The rule of " building mortar " thumb is that the mortar strength and porousity should not exceed the strength and porousity of the masonary that it is supposed to bind. If the tiles, or ridges, in question were of a modern construction, ie- usually glazed and impermeable, then a modern 4 : 1 sharp sand and cement mix would be more appropriate.dans said:Middi- by interest, why choose what looks like quite a weak mix? Surely less sand would offer more strength?
If a very strong mortar mix is used on "breatheable" masonary ( ie- soft red bricks, tiles, etc..), especially in externally exposed situations, frost damage will be inevitable at the mortar joint. The damage will occur to the " softer" constructed masonary due to the inability to naturally dissipate moisture and water retained within as it is prevented to do so ( at the joint !!) by the very dense and strong mortar mix. This moisture will freeze and expand against the " solid" and " impermeable" mortar resulting in the " softer" material to give way.
Strong mortar mixes is one of the reason why " spalled " soft red bricks occur when used to repoint these.
The rule of construction:- " always match the strength and porousiry of mortar to the masonary"
I hope it makes sense
Middi