Rigid block paving - For or against
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Hi all,
Today I saw a group of pavers laying a large block paving driveway, only they were cementing them in and it reminded me of my hard landscaping lecturer who said that more and more landscapers are doing this instead of using sharp sand. I never questioned him about it at the time but would like some feed back on it if anyone can tell me the for's and against's I would be very interested.
Cheers
Richey
Today I saw a group of pavers laying a large block paving driveway, only they were cementing them in and it reminded me of my hard landscaping lecturer who said that more and more landscapers are doing this instead of using sharp sand. I never questioned him about it at the time but would like some feed back on it if anyone can tell me the for's and against's I would be very interested.
Cheers
Richey
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The collective noun for a group of pavers (sic) is....
Cement = dust
Mortar = dust + sand
Concrete = dust + sand + aggregate
Can't believe your hard-lanscaping lecturer said this - I reckon you fell asleep, and the next day, copied the notes from that pretty girl with the pony tail?
Cement = dust
Mortar = dust + sand
Concrete = dust + sand + aggregate
Can't believe your hard-lanscaping lecturer said this - I reckon you fell asleep, and the next day, copied the notes from that pretty girl with the pony tail?
"Meet the new boss - same as the old boss - We all get fooled again"
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I Wasn't watching these guys for long but it looked as if they had made a sharp sand and cement mix (it was fairly dark grey so I'm guessing at least 6:1) completly dry then screeded off to make the bedding course as usual.
Basically I think your saying this is a big no and it wouldn't work. Its not something I've tried myself I was just curious.
As for my lecturer - well he is a walking encyclopedia of knowledge and certainly no cowbow so I'm gonna blame the cute girl. Her name is Anne by the way.
Cheers
Richey
Basically I think your saying this is a big no and it wouldn't work. Its not something I've tried myself I was just curious.
As for my lecturer - well he is a walking encyclopedia of knowledge and certainly no cowbow so I'm gonna blame the cute girl. Her name is Anne by the way.
Cheers
Richey
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Seems to be really common practice. The problem, IMO, is that you end up with a 40-50mm course of sand and cement over a relatively large area, which WILL fail. Think of it as a very thin sheet of glass. The slightlest movement either in the sub-base or the wearing course WILL crack it. . Instead of having a base which spreads the load and subterranean stresses evenly, there will be a concentration of weak points at the cracks. The cracks then become the root for water seepage, collection of dust, migration root for invertebrates, etc., etc., leading in turn to uneven settlement and ruts.
All that aside, it's completely pointless. It doesn't make the drive stronger and it's a waste of time and cement to produce.
All that aside, it's completely pointless. It doesn't make the drive stronger and it's a waste of time and cement to produce.
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we have come across them,generally speaking a nightmare to work on
i saw a 50 yr old gas board guy making good some CBP on a job of our the other week and he was trying to replace the blocks like setts with a mallet and cementious mix???
i screeded it for him in 30 seconds and it was sorted
i know some lads who lay leanmix instead of type 1,but i just do the normal myself
LLL
i saw a 50 yr old gas board guy making good some CBP on a job of our the other week and he was trying to replace the blocks like setts with a mallet and cementious mix???
i screeded it for him in 30 seconds and it was sorted
i know some lads who lay leanmix instead of type 1,but i just do the normal myself
LLL
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I suspect that we are seeing more incorrectly laid block driveways because of the influx of out-of-work brickies who don't understand pavement construction and assume anything that is mortared-in *must* be better.
We see more and more CBM sub-bases (we are supposed to call them HBMs now: Hydraulically Bound Material) because not enough contractors know how to construct a proper flexible sub-base.
While properly constructed rigid block paving has its place in the options available, it is *always* more labour intensive, requires a much higher degree of skill and needs regular movement joints to appease the inevitable cracks.
We see more and more CBM sub-bases (we are supposed to call them HBMs now: Hydraulically Bound Material) because not enough contractors know how to construct a proper flexible sub-base.
While properly constructed rigid block paving has its place in the options available, it is *always* more labour intensive, requires a much higher degree of skill and needs regular movement joints to appease the inevitable cracks.
Site Agent - Pavingexpert
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One "method" I've come across twice this year is blocks laid directly onto the sub-base. In one case, the client was told that "this is how they all do it that London, and it's just the contractors in the north that are behind the times", while on the second job (currently heading for the courts) the contractor claimed that he had deliberately and meticulously separated the fines out from the sub-base specifically to use them as laying course material. Pillock!
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