Block Paving - Step by Step
General Information:
Paving blocks should be laid in accordance with BS7533 "Pavements
constructed with clay, natural stone or concrete pavers - Part 3: Code
of Practice for laying precast concrete paving, black and clay pavers
for flexible pavements."
All kerb units, edgings, dished channels and line drainage should be
laid in accordance with BS7533: Part 6 - "Code of Practice for laying
natural stone, precast concrete and clay kerb units".
The following information is a guide. The British Standards should be
referred to for detailed recommendations.
Production Specification:
Where appropriate Brett concrete block paving is manufactured in accordance
with BS6717: -"Precast unreinforced concrete paving blocks - Requirements
and test method".
The British Standard required that the average tensile splitting strength
is not less than 3.9MPa and for any individual block is not less than
2.9MPa. Tolerance is +3mm on thickness and +2mm on plan dimensions.
Design Guide:
This guide is based on BS7533: Part 2: = "Guide for structural design
of lightly trafficked pavements constructed of clay pavers or precast
concrete paving blacks" which should be referred to for more detailed
information.
For heavy duty use the following should be referred to BS7533: Part 1:
- "Guide for the structural design of heavy duty pavements constructed
of clay pavers or precast concrete paving blocks."
Step 1
The all - important preparation
1. Mark out the area to be paved and remove all the topsoil or existing
surfacing to a depth so that the finished level is at least 150mm below
the damp proof course of any adjoining house or building.
If the area is flat it will be necessary; for drainage purposes, to
create a slight slope during the excavation, dropping 25mm over 1 metre
across
the width (1:40) and 25mm over 2 metres along the length (1:80).
2. Compact the excavated area with the plate vibrator, digging out any
soft spots and filling them with sub-base material.
3. Install surface water drainage channel if required, ie if the paved
area slopes towards the house/building or any other place where water
run-off
would not be welcome.
Recessed manhole covers should also be installed at this stage if required.
Note: Finished level of paving should be approx 5mm above any drainage
point.
Step 2
Install all edge restraints, whether kerb's or edgings, by setting firmly
in concrete to correct levels.
Step 3
Lay over the entire area to be paved a geotext membrane then lay the
sub-base material within the edge restraints and compact it firmly with
the plate vibrator; depending on how well it compacts, you may need to
go over the whole area between 5 and 10 times. It is essential that this
sub-base is firm and to the right level.
Step 4
Spread the sharp sand to a depth of 50mm, compact it with the plate vibrator
and spread a further 15mm of sharp sand over the area as a loose screed.
Correctly level the screed with a rigid piece of timber or screed bar
drawn along guide rails.
Step 5
Lay one course of blocks on the sand along all the edge restraints. They
may be laid long ways against the edge ('a stretcher course') or with
short side against the edge ('a header course') depending on personal
preference.
Step 6
Lay the blocks hand tight only; with a joint gap of 2-5mm, starting in
one corner, and at the bottom if there is a slope.
Notes:
1. Randomly mix and lay blocks from at least 3 packs to ensure even distribution
of colour and texture.
2. If laying in herringbone pattern pull a string line across the area
at 90° or 45°, as appropriate, and lay the blocks along the line.
To start a herringbone pattern either put stretcher blocks along the
line with one corner against the edge restraint and fill in the voids
later with cut blocks, or use Bishop's Hats, which sit flush against
the edge restraint and give you the angle to work from.
3.
Pieces smaller than one quarter of a block should be avoided where possible.
Step 7
Sweep the area thoroughly after it has been laid - particularly if a
block cutter has been used - to remove all chips and fragments. Then
check to ensure there are no damaged blocks; if there are any, this is
the time to replace them.
Step 8
Compact the whole area with two or three passes of the plate vibrator.
Step 9
Sweep Jointing Sand over the entire area, ensuring it gets right into
all the joints between the blocks.
Notes:
1. If there is a recessed manhole cover; care should be taken to avoid
any sand getting in between the cover and the frame.
Step 10
Vibrate the whole area gain to force down the Jointing Sand and fill
any gaps which appear in the joints. Leave any surplus sand on the surface
for the wind/rain to wash into joints. Alternatively sweep off the surface
and re-sand if necessary. |
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