Crazy paving repair - Replacing stones in driveway after drain
I have removed about 1 metre wide of “crazy paving�, on a driveway, to install a drainage pipe under it. As the regulations say, I placed 50mm thick (900mm wide) concrete slabs over the pipe spanning the trench. I have allowed for a 30mm gap between the top of the slabs and the underside of the paving stones. The latter are made from broken concrete 50mm slabs. The existing paving is resting on a thin layer of 10mm gravel which in turn is resting on tarmac about 120m thick. The paving has mortar on the joints, fairly wide in places.
My question is, in order to replace the paving stones I removed, which is the best technique I can use in my situation to fix them so that they will not rock or sink with the weight of the cars?
Here is a picture of the driveway (if it works)
Thanks in advance
My question is, in order to replace the paving stones I removed, which is the best technique I can use in my situation to fix them so that they will not rock or sink with the weight of the cars?
Here is a picture of the driveway (if it works)
Thanks in advance
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As the regulations say, I placed 50mm thick (900mm wide) concrete slabs over the pipe
what regulation is that then fred????
on a driveway most pipes would be encased in leanmix concrete,then use concrete to bed your crazy paving back in
what you have shown there is not a great idea IMHO
anyone else?
regards LLL ???
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how wide was the trench? how deep are the pipes? what did you surround them in? what did you lay the flags on? i know thats a lot of qs but just want to get some idea how stable the sub base is. like the others ive never laid and covered pipes like that, and deep drainage is my job. where did you read the regs for tha?
sean
Hello,
To clarify my construction I am posting this diagram:
When I said regulations I meant a combination of the NHBC ones and installation instructions by pipe suppliers like Marley. I am talking about where they say that pipes under 600mm deep from the top surface should have a concrete slab above them. If they are 900mm deep (under driveways) they only need compressed backfill.
My understanding is that only rigid pipes need to be encased in concrete and that flexible pipes only need to be surrounded by 10mm pea gravel. But I am seeking advice...
To clarify my construction I am posting this diagram:
When I said regulations I meant a combination of the NHBC ones and installation instructions by pipe suppliers like Marley. I am talking about where they say that pipes under 600mm deep from the top surface should have a concrete slab above them. If they are 900mm deep (under driveways) they only need compressed backfill.
My understanding is that only rigid pipes need to be encased in concrete and that flexible pipes only need to be surrounded by 10mm pea gravel. But I am seeking advice...
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The 'flag over' method is a bit OTT, but it is a recognised construction. However, I'm not sure where you've got the idea that flexible (uPVC) pipes shouldn't be encased in concrete: they need it more than do clay pipes, because they are incredibly prone to deformation under load, and while pea gravel will cushion them from the weight of the backfill, when it comes to traffic, they really do need a bit of support.
Anyway, on to your bedding problem. Just lay your crazy paving pieces onto a mortar bed. Use 6:1 mortar, because of the vehicles, and add a plasticiser to make it workable. Although I like to use a semi-dry mix whenever possible, a moist mix would be better for this project as you need to create a bond between flag-cover and the crazy paving.
Anyway, on to your bedding problem. Just lay your crazy paving pieces onto a mortar bed. Use 6:1 mortar, because of the vehicles, and add a plasticiser to make it workable. Although I like to use a semi-dry mix whenever possible, a moist mix would be better for this project as you need to create a bond between flag-cover and the crazy paving.
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For extra bond and security you can use Ronafix in the mortar. Dilute 1:1 with water and the bedding will be much stronger.
Simeon Osen
Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
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Ronacrete Ltd - http://www.ronacrete.co.uk
Tel: +44 (0) 1279 638 700
Follow us at http://www.twitter.com/Ronacrete
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Yes it was overdigging because the contractor said to put the drop in pipe level at the inspection chamber, with a tumbler system, after we had done the digging for the pipe at the bottom.
We compensated by putting 100mm of sub-base crushed material so that it would not just be soil. There was no way that we could get a whacker plate down there (and then lift it) so we compressed it by hand.
We compensated by putting 100mm of sub-base crushed material so that it would not just be soil. There was no way that we could get a whacker plate down there (and then lift it) so we compressed it by hand.
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