Posted: Sat Oct 10, 2009 2:29 pm
Dear Brew Cabin members,
I am currently designing some steel access covers which will have blockwork laid within to complement the surrounding street paving. The likely paving block size is 200mm x 100mm (block depth is not a problem in this situation)
I am told that standard blocks incorporate spacing bumps and that the 'nominal' sizes usually refer to the 'pitch' of fully butted-up blocks and that to place 2 rows of blocks side by side I would therefore only need an internal tray width of 200mm. This strikes me as not allowing any leeway and I am inclined to add a bit and make it more like 205mm.
I have tried verifying this dimensional aspect via Internet searches of block manufacturers but have not been able to find any useful information.
It would be good to hear from anyone who actually has to do this kind of work and to get their opinion of what sort of allowance should be made in order to provide a sensible and workable design for the guys at the sharp end of the installation. IE - should the width allowance for each block be - 100mm, 102.5mm, 105mm or more? - or indeed should it be a fixed allowance per array (say 210 for two rows but only 310 for 3 rows)?
I hope I have explained myself well enough!
Any comments gratefully received.
I am currently designing some steel access covers which will have blockwork laid within to complement the surrounding street paving. The likely paving block size is 200mm x 100mm (block depth is not a problem in this situation)
I am told that standard blocks incorporate spacing bumps and that the 'nominal' sizes usually refer to the 'pitch' of fully butted-up blocks and that to place 2 rows of blocks side by side I would therefore only need an internal tray width of 200mm. This strikes me as not allowing any leeway and I am inclined to add a bit and make it more like 205mm.
I have tried verifying this dimensional aspect via Internet searches of block manufacturers but have not been able to find any useful information.
It would be good to hear from anyone who actually has to do this kind of work and to get their opinion of what sort of allowance should be made in order to provide a sensible and workable design for the guys at the sharp end of the installation. IE - should the width allowance for each block be - 100mm, 102.5mm, 105mm or more? - or indeed should it be a fixed allowance per array (say 210 for two rows but only 310 for 3 rows)?
I hope I have explained myself well enough!
Any comments gratefully received.