How would you point this?
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The joints vary in width because the slabs vary in width. Take your average slab at 220mm wide, at one end it can be 200 whilst the other it could be as much as 230. Hence why my spacings vary between 2 and 8mm on average.
The sub base is sharp/building/cement so most of the 80m2 of slabs are stuck and have no where to be shifted. As above, grinding is definitely not an option, if you saw these slabs in upfront, you would understand . But thank you for the advice nonetheless.
So, DNgroundworks suggested a cement slurry, but would a dry polymeric such as the Rompox Easy or VDW 840+ also work as well as the equivalent slurry?
Haggistini, you mention that KDS will "last a week", why is this? Where will it go?
The sub base is sharp/building/cement so most of the 80m2 of slabs are stuck and have no where to be shifted. As above, grinding is definitely not an option, if you saw these slabs in upfront, you would understand . But thank you for the advice nonetheless.
So, DNgroundworks suggested a cement slurry, but would a dry polymeric such as the Rompox Easy or VDW 840+ also work as well as the equivalent slurry?
Haggistini, you mention that KDS will "last a week", why is this? Where will it go?
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Maybe phone NCC streetscape and speak to their rep?EViS wrote:The joints vary in width because the slabs vary in width. Take your average slab at 220mm wide, at one end it can be 200 whilst the other it could be as much as 230. Hence why my spacings vary between 2 and 8mm on average.
The sub base is sharp/building/cement so most of the 80m2 of slabs are stuck and have no where to be shifted. As above, grinding is definitely not an option, if you saw these slabs in upfront, you would understand . But thank you for the advice nonetheless.
So, DNgroundworks suggested a cement slurry, but would a dry polymeric such as the Rompox Easy or VDW 840+ also work as well as the equivalent slurry?
Haggistini, you mention that KDS will "last a week", why is this? Where will it go?
From their site:
vdw 805
A high performance Paving Jointing Mortar specifically designed for paving with narrow joints down to <3mm for pedestrian and light vehicular traffic loads.
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Took some pictures of the actual paving and the joints. Might be of more use for you guys to judge and advice upon as opposed to a manufacturers catalogue picture. Each picture has a £1 and 10p coin in a joint to provide some scale of the joint width ("where's wally" anyone?).
Narrowest joints (approx 20% of total area):
Widest joints (approx 20% of total area):
Majority of joints (approx 60%):
Narrowest joints (approx 20% of total area):
Widest joints (approx 20% of total area):
Majority of joints (approx 60%):
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DNgroundworks wrote:Erm, im going to say a resin slurry that will be the easiest, strongest way, if it will penetrate the smallest gaps, i cant believe that the tolerances of the paving are that far out...that said ive never laid wanna be wood before.
I guess the resin slurry would need to be painstakingly 'poured' along each joint as opposed to tipping it onto the entire area and moving it around, correct? How much time do I have with a slurry before it starts going hard in the wheelbarrow?
You're right about the tolerance, its huge! But, I must say the paving is absolutely gorgeous and incredibly well made. Despite laying every slab myself, I still couldn't figure out a pattern that Marshalls used during manufacturing! The proof is in the pudding mind you, and every single person who has walked over it to date has thought it was real wood until it was pointed out to them that it was concrete .
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A slurry will mess that up big time
what you have done wrong elvis is that you have more or less butt jointed them
i take it there is an unrestrained edge to all this?
mix sbr and cement till you get a wall paper paste consistency then carefully paint it over the exposed joints at the edge of this area
the joints are the ones on the vertical faces ,do not put it anywhere near the top
the following day when this has gone off ,fill with kds and leave ,top up as required
the bottom line is that you have laid it wrong and this is a diddle and fake it solution
all the best
LLL
what you have done wrong elvis is that you have more or less butt jointed them
i take it there is an unrestrained edge to all this?
mix sbr and cement till you get a wall paper paste consistency then carefully paint it over the exposed joints at the edge of this area
the joints are the ones on the vertical faces ,do not put it anywhere near the top
the following day when this has gone off ,fill with kds and leave ,top up as required
the bottom line is that you have laid it wrong and this is a diddle and fake it solution
all the best
LLL
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