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Slating and Tiling Tips 20 (RCi August 2003) dealt with the general
subject of copper disc rivets. Part 2 expands on the subject.
The design of copper disc rivet used in the UK is very consistent in
terms of quality and performance, although they are manufactured by few
companies worldwide. Copper is used as it is easy to bend and rivet,
while remaining resistant to corrosion over the life of the roof.
However, due to the rising cost of copper, the thickness and size of the
rivet has been pared down to the minimum, leaving no further room for
savings without affecting the performance.
The copper disc rivet has several functions. Firstly it is there to
resist wind suction loads on the slates. Fibre cement slates that are
about 4mm thick are not as rigid as natural slate and, if only
centre-nailed, will bend under wind suction. At between 35N and 50N
suction load, the slate will snap between the centre nail fixings, which
are far stronger than the fibre cement material.
With the copper disc rivet located close to the leading
edge of the slate, the load that can be resisted increases to 100N-140N.
This is done by load-sharing between the nails and the rivet. The rivet
transfers 73%-82% (depending on the exposed surface area of the slate)
of the wind suction load. The remaining load is transmitted directly to
the two centre nail fixings, meaning the total load (less the deadweight
resistance of the slate) is transmitted to the nail fixings. As the
rivet is below the exposed surface of the slate and the centre nails are
above, the tendency for the material to bend under load is almost
The second function of the copper disc rivet is to
restrain the forces generated in the material under wetting and heating
cycles. Like most materials, if you heat one side and cool the other,
the expansion and contraction of the fibres on opposing sides generate a
bow or curl in the material. Once the moisture content and temperature
of the matrix has equalised, the material should return to its original
Early in the curing process of the cement, the ability
of the material to bend and recover is greater than after a few years.
If the cement matrix is allowed to deform and not return to its original
shape, the matrix will set into that shape permanently. The force that
bowing or curling generates is around 17N, or approximately 12% of a
correctly installed copper disc rivet.
It is essential that each fibre cement
slate is installed with a rivet, including the small cuts adjacent
to a valley. At verges and side abutments, where slate and-a-halves
are used to maintain the half bond, two rivets are needed. The edge
slates need to be drilled before they are fitted, to accommodate the
additional rivets. If lead soakers are specified at side abutments, the
rivet pin length should be increased to accommodate the additional
Length and bend
The slate should be aligned and centre-nailed before the two layers of
slate are compressed, to extend the maximum pin length through the rivet
hole in the slate being fixed (preferably between 9mm and 10mm).
The pin may be in the centre of the rivet pin hole, but
is more likely to be to one side. The exact position of the pin will
determine the radius of the bend in the rivet that will be achieved; the
greater the radius, the weaker the fixing.
The pin should be bent through 90° so that it is
parallel with the surface of the slate. To achieve the correct bend in
the pin, it should be tapped twice with a hammer: once at approximately
45° to the pin, and then onto the surface of the slate.
It is possible to fold the rivet down
onto the slate in one action with the face of a flat tool, but this is
slower than using a hammer.
Rivets that are not bent to within a few degrees of 90°
will straighten out at a reduced tensile load. A pin bent through 80°
will have approximately 50% of the tensile load capacity; a 70° bend
will have 42%; and a 45° bend will have no tensile load capacity, as it
will pull straight through the 4.5mm rivet hole. The direction the pin
points, once bent, makes no difference to its performance.
The size of the rivet pin hole in the slate is critical. The smaller the
hole, the harder it is both to locate the pin and for it to be pulled
back through under tensile load. The larger the rivet hole, the
easier the rivet will pull through the hole under tensile load.
The tensile load resistance is also a function of the
length of pin that has been bent over. With 8mm-10mm of pin bent onto
the surface of the slate, the maximum tensile load is achieved. By
shortening the pin length to less than 8mm, the resistance is reduced to
less than 43%.
If the length of the bent top section of the
rivet pin is the same as the diameter of the rivet pin hole, it can pull
through without any tensile load being applied. If the slate is damaged
during the installation of the rivet by hitting the pin too hard and
fracturing the surface of the slate, the performance of the rivet will
be severely affected.
cement slates that have lifted due to poor installation can be
pulled back down flat by using a plate and screw fixing such as Fixaslate, which has a tensile load strength in excess of 300N.
Rivets that are loose can be tightened up by straightening the rivet
and then bending it in the opposite direction. If this is done, in
combination with rotating the whole rivet through 180°, it will
recentre the rivet pin and may provide a little more pin length.
Correctly installing a copper disc rivet is an efficient method of
transferring wind uplift loads from the surface of the slate to the
centre nail fixings. It will also discourage the tendency of the
material to bow and curl in the early stages of its life.
the nails need to be replaced with ring shank nails or screws, the
rivet should be replaced with a stronger tail rivet fixing.
exposed locations, smaller slates should be used, to increase the
number of fixings per square-metre of roof surface.
by Chris Thomas, The Tiled Roofing Consultancy, 2 Ridlands Grove,
Limpsfield Chart, Oxted, Surrey, RH8 0ST, tel 01883 724774