Posted: Fri May 16, 2003 7:40 am
Hi Tony,
I’ve reviewed your very informative site, and read through many of the forum discussions – I know that you are primarily U.K. focused but I was hoping you could provide some advice for someone living in the frost belt of the US (Minnesota). We normally have 4 to 5 months of winter where I live with the ground freezing many inches (frost line of 1+ meters). The climate is extreme here with winter temps as low as –30 degrees Celsius and summer temps as high as 40 degrees.
Now to my quandary:
I have an existing concrete patio, 30 years old and 100mm thick. It is reinforced, and also has movement joints (expansion). It also has one 5 mm or so crack across the width of one section. It is about 9 meters by 5 meters. Other than the crack, it is in decent shape, with little surface deterioration, etc. Between the sections (areas separated by the expansion joints) there is little difference in height. We would like to install a stone patio, something more attractive than the raw concrete. We have tentatively selected a type of flagstone quarried hear in Minnesota that is sawn on two sides to different thickness, but for the patio flags would be 25 mm thick. It is a type of limestone called dolomite, very fine grained, resistant to weathering, and used widely as a building material in this area (http://www.uwm.edu/Dept/Geosciences/Urb ... ption.html).
This flagstone is an even thickness, since it is sawn on 2 sides, but would be irregular in shape (crazy paving). Ideally, I would like to install this new patio over the existing concrete, yet have it last for a number of years (20+). But if this does not make sense (to use the existing concrete as a subbase), I would take the existing concrete out and start new.
If I keep the existing concrete subbase – should I
1)bed in the 10:1 grit sand/cement bedding at 40 mm thick, and then grout with type II mortar? Since my flags would be regular thickness, I could use the screed technique.
2)bed in type II mortar 20 to 25 mm thick (with the same mortar pointing between the flags)?
3)Or should I treat the flags almost as a thick stone tile veneer and use a premixed tile mortar made for thick tile called medium bed thinset tile mortar? From what I gather, you spread this special type of thinset on with a notched spreading trowel – it is formulated to retain its strength even when spread thick (hence the name medium bed). Since my existing concrete has the proper fall, and the flags are even thickness, I think this may be the easiest to lay and possibly the strongest.
With any of the above methods, I don’t want to have major cracking – and I also don’t really want to cut through the stone at the existing concrete expansion joints. Is this the recommended way if I lay across existing concrete with movement joints? Would the 10:1 bedding prove more tolerant of sub base movement than the solid mortar bed or medium thickness thinset?
4) Or finally – would you recommend removing the existing concrete, and starting over with laying 100mm of dpt1 (I think class 5 crushed limestone here) subbase, then the 40 mm bedding?
Your advice would be greatly appreciated.
I’ve reviewed your very informative site, and read through many of the forum discussions – I know that you are primarily U.K. focused but I was hoping you could provide some advice for someone living in the frost belt of the US (Minnesota). We normally have 4 to 5 months of winter where I live with the ground freezing many inches (frost line of 1+ meters). The climate is extreme here with winter temps as low as –30 degrees Celsius and summer temps as high as 40 degrees.
Now to my quandary:
I have an existing concrete patio, 30 years old and 100mm thick. It is reinforced, and also has movement joints (expansion). It also has one 5 mm or so crack across the width of one section. It is about 9 meters by 5 meters. Other than the crack, it is in decent shape, with little surface deterioration, etc. Between the sections (areas separated by the expansion joints) there is little difference in height. We would like to install a stone patio, something more attractive than the raw concrete. We have tentatively selected a type of flagstone quarried hear in Minnesota that is sawn on two sides to different thickness, but for the patio flags would be 25 mm thick. It is a type of limestone called dolomite, very fine grained, resistant to weathering, and used widely as a building material in this area (http://www.uwm.edu/Dept/Geosciences/Urb ... ption.html).
This flagstone is an even thickness, since it is sawn on 2 sides, but would be irregular in shape (crazy paving). Ideally, I would like to install this new patio over the existing concrete, yet have it last for a number of years (20+). But if this does not make sense (to use the existing concrete as a subbase), I would take the existing concrete out and start new.
If I keep the existing concrete subbase – should I
1)bed in the 10:1 grit sand/cement bedding at 40 mm thick, and then grout with type II mortar? Since my flags would be regular thickness, I could use the screed technique.
2)bed in type II mortar 20 to 25 mm thick (with the same mortar pointing between the flags)?
3)Or should I treat the flags almost as a thick stone tile veneer and use a premixed tile mortar made for thick tile called medium bed thinset tile mortar? From what I gather, you spread this special type of thinset on with a notched spreading trowel – it is formulated to retain its strength even when spread thick (hence the name medium bed). Since my existing concrete has the proper fall, and the flags are even thickness, I think this may be the easiest to lay and possibly the strongest.
With any of the above methods, I don’t want to have major cracking – and I also don’t really want to cut through the stone at the existing concrete expansion joints. Is this the recommended way if I lay across existing concrete with movement joints? Would the 10:1 bedding prove more tolerant of sub base movement than the solid mortar bed or medium thickness thinset?
4) Or finally – would you recommend removing the existing concrete, and starting over with laying 100mm of dpt1 (I think class 5 crushed limestone here) subbase, then the 40 mm bedding?
Your advice would be greatly appreciated.