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EP 0 370 541 A1 |
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EUROPEAN PATENT APPLICATION |
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Date of publication: |
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30.05.1990 Bulletin 1990/22 |
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Date of filing: 13.10.1989 |
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International Patent Classification (IPC)5: E01C 13/00 |
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Designated Contracting States: |
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AT BE CH DE ES FR GB GR IT LI LU NL SE |
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Priority: |
01.11.1988 NL 8802671
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Applicant: Wegenbouwmaatschappij J. Heijmans B.V. |
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NL-5248 JR Rosmalen (NL) |
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Inventor: |
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- Heerkens, Josephus Cornelis
NL-5244 HZ Rosmalen (NL)
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Representative: Van kan, Johan Joseph Hubert, Ir. et al |
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Algemeen Octrooibureau
P.O. Box 645 5600 AP Eindhoven 5600 AP Eindhoven (NL) |
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(54) |
Substructure construction for an artificial grass field and artificial grass field
having such a substructure construction |
(57) Substructure construction for an artificial grass field consisting of a sand bed
with provided thereon a layer which contributes towards the damping, said layer besides
lava grains containing rubber particles in which the layer contributing towards the
damping is built up of 85 - 92 per cent by weight of lava grains and 8 - 15 per cent
by weight of rubber grains, said lava grains and said rubber grains having a comparable
size and shape.
[0001] The invention relates to a substructure construction for an artificial grass field
consisting of a sand bed with provided thereon a layer which contributes towards the
damping, said layer besides lava grains comprises rubber particles. The invention
furthermore relates to an artificial grass field having such a substructure construction.
[0002] Such a substructure construction is known from the German "Offenlegungsschrift" 3,535,432,
said substructure construction being built up of lava grains having a grain size of
0 - 16 mm and fibres or a product obtained by cutting rubber, said product hereinafter
being indicated as rubber particles having a length of 20 - 50 mm and a thickness
of 2 - 5 mm. In said German patent application no information is provided as to the
ratio between the quantity by weight of the rubber particles and the quantity by weight
of the lava grains. It has now been found that by using different rubber particles
in a certain weight ratio with respect to the lava grains a better damping can be
achieved.
[0003] In the European patent application 260.769 the state of the art, as it was in 1986,
is presented as follows. The last few years the interest in artificial grass has constantly
increased, as it is possible on these fields to practise sport in practically all
weather conditions, without having to be afraid that the grass will be rejected. Also
it is possible to use an artificial grass field much more intensively than a natural
grass field. An artificial grass field strewn in with sand can be used for about 2000
hours per year without any problems, whereas a natural grass field can be used for
an average of 250-300 hours per year. Also the cost of maintenance is considerably
lower for an artificial, grass field as it amounts to approximately Dfl. 3000.- per
field per year, whereas for a natural grass field the average cost is Dfl. 20,000.-
per field per year. Because of these advantages more and more artificial grass fields
are being laid, which fields are used especially for playing hockey. Such artificial
grass fields are also known in the patent literature, especially since the publication
of the US patent specification 3,995,079, published in 1976. At that time a great
deal of attention was paid to the providing of a filling material between the fibres
forming the artificial grass, so that on the one hand the artificial grass fields
could be laid down cheaper because less fibre material was required and on the other
hand the field was given properties which were better comparable with those of a natural
field. For playing hockey on an artificial grass field it is especially important
that the field is level and furthermore the damping or softness is important. For
a soccer field, on the other hand, the damping is the most important factor because
when playing soccer the players make more movements, e.g. they jump and make slidings,
than when playing hockey. It has been tried to vary the damping of artificial grass
by partly substituting the layer of sand which was strewn between the fibres for another
material such as rubber particles being interconnected by means of a binding agent,
as described in US patent 4,396,653. On said rubber grains interconnected by means
of a binding agent there was strewn a layer of sand. In practice, however, such a
construction proved to be unsatisfactory because the layers strewn in were too resilient.
Furthermore an artificial grass field is described in the US patent 4,497,853 in which
a substructure construction is applied with a layer of coir fibres present therein,
said layer being protected by a layer impervious to water. Said construction is costly
because it is built up from a substructure construction comprising at least three
different layers and, moreover, the artificial grass field thus obtained does not
have the desired damping. An improved substructure construction for an artificial
grass field which can be used especially for soccer, because a better damping is obtained,
is mentioned in the European patent specification 0,136,747. The substructure construction
described therein is composed of unbroken sand which is mixed with at least 1 per
cent by weight of a fibrous material, for which purpose polypropylene fibres, Nylon
fibres or glass fibres were mentioned. Then European patent application 204,381 was
published, wherein the substructure construction was based on a mixture of sand and
shreds or fibres of an elastomeric material, the shreds or fibres constituting 10
- 50 per cent of the mixture. Preferably the shreds or fibres are made of rubber,
with an elongated shape as is obtained by cutting car tyres. Furthermore it has become
apparent that with the passage of time the substructure construction is better able
to retain its original structure yet, and thus the original damping capacity or resilience
can also be maintained if the substructure construction is given a certain structure
when being built up. This is accomplished by a substructure construction such as described
in the European patent application 260,769, whereby a skeleton of rubber granules
is built up, with a certain quantity of sand provided therein, so that a structure
is obtained consisting of 30 - 40 per cent by weight of rubber granulate and 60 -
70 per cent by weight of sand. With this construction it appeared to be very well
possible to obtain a substructure for an artificial grass field for playing soccer.
Because of its relatively high damping capacity the substructure construction such
as described in the European patent application 260,769 is very well suitable for
playing soccer, but it is less suitable for playing hockey. The fact is that not only
demands are made of the damping capacity, but also of the stability and the permanent
levelness of the field.
[0004] Now it is desired to use artificial grass fields for several sports, such as soccer,
hockey, korfball or other sports. The requirement for the damping capacity of a comparatively
soft field is set at 2400 N at repetitive loads. The damping capacity of a hockey
field must not be less than 30 per cent after repetitive loads. On the basis of further
research a substructure construction for an artificial grass field has been found
which is suitable for hockey as well as for soccer and possibly other sports, such
as korfball, and the substructure construction according to the invention is characterized
in that the layer determining the damping is built up of 85 - 92 per cent by weight
of lava grains and 8 - 15 per cent by weight of rubber grains, said lava grains and
rubber grains having a comparable size and shape.
[0005] Thus a substructure construction has been obtained consisting of a stable lava skeleton
in which the lava grains have been replaced by rubber grains. The lava thus provides
the stability and the rubber provides the damping. When the mixture of lava and rubber
contains less than 8 per cent by weight of rubber grains the damping capacity will
decrease more than is desirable after repetitive loads, although this can be slightly
compensated for by a more optimal distribution of the particle size. It has namely
become apparent that the rubber grains preferably have a particle size of 2 - 15 mm,
and the lava grains a particle size of 2 - 16 mm. That is the reason why in the following
examples there are described substructure constructions for artificial grass fields
containing more than 8 per cent by weight of rubber grains.
EXAMPLE I
[0006] A mixture of lava grains having a particle size between 11 and 16 mm was mixed with
rubber grains having a particle size of 7 - 15 mm, in a ratio such that the mixture
contained 91 per cent by weight of lava and 9 per cent by weight of rubber. With this
mixture a substructure construction was produced for an artificial grass field for
playing hockey. From further measurements it became apparent that this field had a
permanent damping capacity of 31%. The mixtures of lava and rubber had a specific
weight of 1.2 - 1.3, calculated on the basis of the dry material.
EXAMPLE II
[0007] For a hockey/soccer field a substructure construction was designed consisting of
86 per cent by weight of lava grains having a particle size of 11 - 16 mm and 14 per
cent by weight of rubber grains having a particle size of 7 - 15 mm. With such a substructure
construction a permanent damping capacity of 38% could be obtained, so that this field
could be used successfully as a soccer field and as a hockey field.
EXAMPLE III
[0008] A multifunctional artificial grass field was provided with a substructure construction
consisting of 86 per cent by weight of lava grains having a grain size of 2 - 11 mm
and 14 per cent by weight of rubber grains having a particle size of 2 - 15 mm. This
field had a permanent damping capacity of 44%, and could be used successfully for
playing hockey, soccer and korfball.
1. Substructure construction for an artificial grass field consisting of a sand bed
with provided thereon a layer which contributes towards the damping, said layer besides
lava grains containing rubber particles, characterized in that the layer contributing
towards the damping is built up of 85 - 92 per cent by weight of lava grains and 8
- 15 per cent by weight of rubber grains, said lava grains and said rubber grains
having a comparable size and shape.
2. Substructure construction according to claim 1, characterized in that the rubber
grains have dimensions between 2 and 20 mm.
3. Substructure construction according to claims 1 - 2, characterized in that the
lava grains have dimensions between 2 and 20 mm.
4. Substructure construction according to claims 1 - 3, characterized in that the
mixture for the substructure construction consists of 90 - 92 per cent by weight of
lava, with a particle size of 11 - 16 mm, and 8 - 10 per cent by weight of rubber
grains with a particle size of 7 - 15 mm.
5. Substructure construction according to claim 1, characterized in that the mixture
for the substructure construction is composed of 85 - 87 per cent by weight of lava
grains, with a particle size of 2 - 11 mm, and 13 - 15 per cent by weight of rubber
grains, with a particle size of 2 - 15 mm.
6. Artificial grass field consisting of a substructure construction with a carpet,
possibly containing sand, provided thereon, characterized in that a substructure construction
is used as described in the claims 1 - 5.
7. Artificial grass field consisting of a substructure construction with a carpet,
possibly containing sand, provided thereon, characterized in that a substructure construction
is used as described in the claims 1 - 6.
