Paver Laying

It is useful to plan the layout of pavers before full scale laying begins. It may help to minimize the number of pavers that need to be cut. It will help to identify the likely sand surcharge needed in setting levels. It will also indicate the likely finished appearance and the standard of on-site workmanship.

Clay pavers should be laid by hand, commencing from a straight starting edge on the prepared bedding course. They should be laid slightly open to provide a finished joint width between pavers of approx 2-5mm.

Ketley pavers can be supplied with or without nibs.  If deviation from the bond pattern does occur, the pavers can be adjusted to open the Joints to about 5mm. This process is known as gapping. A small percentage outside this figure will not affect paver performance.

When a 90° herringbone bond pattern is used, a string line should be set up at right angles to the starting edge, and a "nose" of paving can then be advanced along it. When laying 45° herringbone pattern the laying face should develop parallel to the starting edge.

1. Pavers should be selected from three or more packs to ensure a thorough mix. If stocks of new pavers have to be laid on new work, they should be stacked about one metre back from the leading laid edge.
2. As far as possible whole pavers should be used. Pieces of less than 1/3rd of a full paver should be avoided. Various items in the Ketley range of paver fittings overcome this problem. Infilling of boundaries and obstructions should be completed before vibration commences. Paver cutting should be carried out by a disc cutter, not by the use of a splitting machine or hammer and chisel.
   
   

It is important to check the pattern of pavers against string lines as work progresses and adjust as necessary.

Once a sufficient area of clay pavers has been placed, approximately 40m2 on larger sites, fine dry sand should be brushed into the joints.

After brushing into the joints, surplus sand should be brushed away before compaction begins. Pavers should then be compacted into position by two or three passes of a vibrating plate compactor fitted with a neoprene pad. As recommended in BS7533-3:2005, the plate area should be at least 0.20m2. it should transmit an effective force of 50-75 :kn/m2 at a vibration frequency of between 60-IOOHz. Compaction should not be performed closer than one metre from any unrestrained edge.

Further sand should then be applied and the procedure repeated. After final compaction 1-2mm of sand can be spread over the paved area to promote joint fitting and to fill any voids which may develop.

Commencement of use of the pavement may need to be delayed if the bedding course is saturated following heavy rain. During the early life of the pavement there is likely to be some settlement of sand within the joints. Therefore the site should be monitored and arrangements made for further sand to be brushed in, to top up the joints.