TECHNICAL FIELD
[0001] The present invention relates to a slip resistant shoe sole that enables relatively
stable walking even on smooth- or mirror-finished floor surfaces, floor surfaces that
are slippery due to being covered with water, oil, soap, etc., floor surfaces made
of stone materials as in buildings, etc., metal surfaces of manhole covers, gutter
grates, etc., and the like.
BACKGROUND OF THE INVENTION
[0002] Various proposals have been made to improve the slip resistance of slip resistant
shoe soles.
[0003] For example, known is a shoe sole produced by thermal spraying a hard material over
projections of an embossed surface formed on the outsole base and then removing the
hard material from the ground contact surface of the projections, so that edge effects
are imparted to the side surface of the projections (Patent Document 1).
[0004] Also known is a shoe sole having projections containing magnetic microscopic strips,
the microscopic strips being oriented upright relative to the ground contact surface
of the embossed portion projections and thereby generating a grip due to the hardness
difference between the resin body and microscopic strips of the embossed portion,
and also reinforcing the cured resin itself as a filler (Patent Document 2).
[0005] Also known is a shoe sole wherein at least one longitudinal flexible groove and at
least one transverse flexible groove that intersects the longitudinal grove are formed
on at least one of the tread and heel portions of the shoe sole, so that the shoe
sole can bend along the flexible grooves when stopping suddenly, and the face of the
shoe sole can grip the floor surface, thus increasing the ground contact surface area
and achieve excellent stability and slip resistance (Patent Document 3).
[0006] Also known is an indoor sports shoe sole having many concave groves formed parallel
to each other on the ground contact side of the shoe sole with a JIS-A hardness of
45 to 85, each groove having a width of 0.2 to 1.0 mm and a depth of 1 to 3 mm, and
the gap between adjacent grooves being 2 to 10 mm, thus making it difficult for the
edges of the projections to bend (Patent Document 4).
[0007] Rubber soles do not easily start slipping, but once they do, it is difficult to stop
the slipping. Known to improve this problem is a slip resistant shoe sole with an
improved design pattern on the ground contact surface of the sole (Patent Reference
5) in which the ground contact portion is composed of rubber, polyvinyl chloride,
and polyurethane with a hardness of 54 to 62 (JIS-A, 20°C), and has a block design
pattern, for example, polygons, circles, etc., formed thereon and the thinnest portion
has a thickness of 3 to 8 mm. The block design pattern has a design height of 1 to
7 mm, a design gradient of 0 to 3°, and a minimum size of 2 to 8 mm, with the top
having no concave-convex design and being flat, so that a layer of water or oil on
the floor surface can be cut, thereby suppressing block design deformation.
[0009] US 2 433 303 A discloses a slip resistant shoe sole comprising a plurality of ground contact projections
arranged in a plurality of columns and having a V-shaped horizontal cross section.
DISCLOSURE OF THE INVENTION
PROBLEM TO BE SOLVED BY THE INVENTION
[0010] However, the slip resistant shoe soles described above do not provide fully satisfactory
slip resistance because their ground contact projections are not entirely satisfactory
in terms of bending resistance, deformation resistance, ground grip, and drainage
of liquids present on the ground surface. This will be described below in more detail.
[0011] As shown in Fig. 10(a), when ground contact projections 23 with a rectangular vertical
cross section are formed upright on the base 22, the ground contact projections 23
easily bend and deform as shown in Fig. 10(b), resulting in poor bending resistance
and deformation resistance and thus providing weak edge effects. To improve the bending
resistance and deformation resistance of so configured ground contact projections
23, increasing the hardness thereof may be considered. However, when the ground contact
projections 23 are too hard, the grip of the ground contact surface is low and the
sole easily slips. Even when a filler, etc., is incorporated into the ground contact
projections 23 as in Patent Document 2 to enhance the grip and strength of the ground
contact projections 23, sufficient strength to provide fully satisfactory bending
resistance and deformation resistance cannot be achieved by ground contact projections
having a rectangular vertical cross section. When ground contact projections 23 with
a rectangular vertical cross section are formed on the base 22 in such a manner that
the projections have a V-shaped horizontal cross section, the bending resistance and
deformation resistance of the ground contact projections 23 are somewhat improved,
but not to fully satisfactory levels.
[0012] As disclosed in Patent Document 5, satisfactory bending resistance and deformation
resistance may be provided by forming ground contact projections 23 with a trapezoidal
vertical cross section so that the projections 23 taper from the base 22 toward the
tip. In this case, however, due to the acute angle θ between the ground contact projections
23 and the ground surface 100 as shown in Fig. 11, the ground contact projections
23 exhibit poor grip on the ground 100. Another problem is that when the shoe treads
on a liquid such as water, oil, etc., present on the ground surface 100, the liquid
is likely to enter between the ground contact surface 24 of the ground contact projections
23 and the ground surface 100 because the liquid pressurized by treading is led to
the boundary between the ground contact surface 24 and ground surface 100 due to the
acute angle θ between the ground contact projections 23 and the ground surface 100
as shown in Fig. 11.
[0013] Thus an object of the present invention is to provide a shoe sole with fully satisfactory
slip resistance by enhancing the bending resistance and deformation resistance of
the ground contact projections, while maintaining their excellent ground grip and
drainage of liquid present on the ground.
MEANS FOR SOLVING THE PROBLEM
[0014] To achieve the above object, the slip resistant shoe sole of the invention comprises
a plurality of ground contact projections formed on the ground contact side of the
sole base with a predetermined gap between adjacent ground contact projections in
the longitudinal direction of the base. The ground contact projections have a V-shaped
horizontal cross section. Inclined reinforcements are provided at the roots and only
at the roots of the ground contact projections on the base. The ground contact projections
are formed using elastomeric polymer(s) with a JIS-A hardness of 45 to 80 as measured
at 20°C. In the vertical cross section the ground contact projection surface (4) is
parallel to the ground and the angle between the ground surface and the parts of the
sides of the ground contact projections (3) that extend between the ground contact
projection surface (4) and the inclined reinforcements (5) is 90°.
[0015] The ground contact projections formed with a predetermined gap between adjacent ground
contact projections in the longitudinal direction of the base are arranged in a plurality
of columns, with each column of ground contact projections being spaced apart from
adjacent columns thereof by a predetermined gap in the transverse direction of the
base.
[0016] The slip resistant shoe sole may have first and second group regions separated from
each other, the first group region having V-shaped ground contact projections arranged
in such a manner that the V shape opens toward the toe end, and the second group region
having V-shaped ground contact projections arranged in such a manner that the V shape
opens toward the heel end. In this case, the first and second group regions are preferably
front and rear regions separated from each other. More preferably, a third region
not having any ground contact projections is provided between the first and second
group regions.
[0017] Preferably, the opening angle of the V shape of the ground contact projections is
in the range of 45 to 140°.
[0018] Preferably, the ground contact projection surface has a surface roughness of not
more than 28 µm.
[0019] Preferably, the slip resistant shoe sole is formed of
at least one elastomeric polymer selected from the group consisting of synthetic rubbers,
natural rubbers, ethylene-vinyl acetate copolymers, polyurethane, and polyvinyl chloride,
together with a rubber compounding agent.
EFFECTS OF THE INVENTION
[0020] Since the ground contact projections have a V-shaped horizontal cross section and
a JIS-A hardness of 45 to 80 as measured at 20°C and inclined reinforcements are formed
at the roots of the ground contact projections on the base, the present invention
achieves following effects. First, because of the hardness of the ground contact projections
being a JIS-A hardness of 45 to 80 at 20°C, an excellent grip can be maintained while
suppressing the deformation of the ground contact projections. Due to the inclined
reinforcements provided at the roots of the ground contact projections on the base
surface, the desired bending resistance and deformation resistance can be obtained.
[0021] As described above, there is a conventional slip resistant shoe sole comprising tapered
ground contact projections with a trapezoidal horizontal cross section to enhance
the bending resistance and deformation resistance. However, unlike such a conventional
sole, the shoe sole of the present invention has inclined reinforcements formed only
at the roots of the ground contact projections. More specifically, the angle between
the ground contact projections and the ground surface is 90°. Therefore, the present
invention can achieve the desired bending resistance and deformation resistance while
maintaining excellent grip and drainage capability, which have not been achieved by
conventional ground contact projections with a trapezoidal horizontal cross section.
[0022] The ground contact projections with a V-shaped horizontal cross section can enhance
the bending resistance and deformation resistance of the ground contact projections.
Drainage capability can also be enhanced by the V-shaped horizontal cross section
of the ground projections.
[0023] A shoe sole with the desired slip resistance is thus provided by forming ground contact
projections that are satisfactory in terms of all of bending resistance, deformation
resistance, grip, and drainage capability.
[0024] Providing a predetermined gap between adjacent columns of ground contact projections
in the transverse direction of the base can facilitate the drainage of liquid present
on a road or floor surface and thereby enhance slip resistance.
[0025] Slip resistance can also be enhanced by increasing the smoothness of the ground contact
projections and thereby increasing the bonding effect of the ground contact projection
surface to a smooth or wet floor surface.
BRIEF DESCRIPTION OF THE DRAWINGS
[0026]
[Fig. 1] Fig. 1 is a bottom plan view illustrating one embodiment of a slip resistant
shoe sole of the invention.
[Fig. 2] Fig. 2 is a vertical sectional view illustrating a slip resistant shoe sole
of this embodiment.
[Fig. 3] Fig. 3 is a detailed, enlarged view of an arrangement of ground contact projections
of this embodiment.
[Fig. 4] Fig. 4 is a graph comparing the dynamic friction coefficients of the slip
resistant shoe soles of the invention obtained in Example 1 with that of a conventional
slip resistant shoe sole.
[Fig. 5] Fig. 5 is a bottom plan view illustrating another embodiment of a slip resistant
shoe sole of the invention.
[Fig. 6] Fig. 6 is a bottom plan view illustrating another embodiment of a slip resistant
shoe sole which is not part of the invention.
[Fig. 7] Fig. 7 is a bottom plan view illustrating another embodiment of a slip resistant
shoe sole which is not part of the invention.
[Fig. 8] Fig. 8 is a bottom plan view illustrating another embodiment of the slip
resistant shoe sole which is not part of the invention.
[Fig. 9] Fig. 9 is a bottom plan view illustrating the conventional slip resistant
shoe sole used for comparison.
[Fig. 10] Fig. 10 is a vertical sectional view of the conventional slip resistant
shoe sole used for comparison.
[Fig. 11] Fig. 10 is a longitudinal sectional view of another conventional slip resistant
shoe sole.
[Fig. 12] Fig. 12 is a graph the dynamic friction coefficient of the slip resistant
shoe sole of the invention obtained in Example 2 with that of the conventional slip
resistant shoe sole used for comparison.
DESCRIPTION OF REFERENCE NUMERALS
[0027]
- 1
- Slip resistant shoe sole
- 2
- Base
- 2a
- Ground contact side
- 3
- Ground contact projection
- 4
- Ground contact projection surface
- 5
- Inclined reinforcement
- 7
- Gap
- 8
- Gap
- α
- Inclination angle
- β
- Opening angle
- F
- First group region
- R
- Second group region
- C
- Third region
BEST MODE FOR CARRYING OUT THE INVENTION
[0028] One embodiment of a slip resistant shoe sole of the invention will be described below
with reference to the attached drawings. Fig. 1 is a bottom plan view illustrating
the slip resistant shoe sole 1 according to this embodiment. Fig. 2 is a vertical
sectional view illustrating the slip resistant shoe sole 1. Fig. 3 is a detailed enlarged
view of an arrangement of the ground contact projections 3.
[0029] As shown in Figs. 1 to 3, this slip resistant shoe sole 1 has a base 2 and a plurality
of ground contact projections 3. The ground contact projections 3 are provided on
the ground contact side 2a of the base 2. The ground contact projections 3 have a
V-shaped horizontal cross section in such a manner that the V shape opens toward the
toe end at an opening angle β (See Figs. 1 and 3). Inclined reinforcements 5 are formed
at an inclination angle α at the roots of the ground contact projections 3 on the
base 2 (see Fig. 2).
[0030] The ground contact projections 3 have a hardness of 45 to 80 as measured at 20°C
according to JIS-A. The V shape has an opening angle β in the range of 45 to 140°.
The ground contact projection surface 4 has a surface roughness of not more than 28
µm, and preferably not more than 22 µm.
[0031] The ground contact projections 3 are provided from the toe end to the heel end with
a gap 8 between adjacent ground contact projections 3 in the longitudinal direction
of the base 2. The ground contact projections 3 arranged in the longitudinal direction
of the base 2 are arranged in a plurality of columns, with each column of ground contact
projections being spaced apart from adjacent columns thereof by a predetermined gap
7 in the transverse direction of the base 2 (see Fig. 3). Since the optimal gaps 7,
8 between adjacent ground contact projections 3 vary depending on several factors,
such as JIS-A hardness and configuration of the ground contact projections 3, and
surface roughness of the ground contact projection surface 4, they are preferably
decided after conducting preliminary model tests for confirmation.
[0032] Next, materials for the slip resistant shoe sole 1 thus configured are described.
[0033] Examples of materials for the slip resistant shoe sole 1 include (1) elastomeric
polymers selected from: natural rubbers; synthetic rubbers such as polybutadiene rubbers,
polyisoprene rubbers, styrene-butadiene rubbers, acrylonitrile butadiene rubbers,
nitrile rubbers, chloroprene rubbers, polyvinyl chloride rubbers, ethylene propylene
(diene) rubbers, and ethylene-vinyl acetate copolymer rubbers; and thermoplastic elastic
materials such as polyamide rubbers; (2) so-called polyurethane rubbers comprising
polyether- and/or polyester-polyurethane, or polyurea-urethane; etc. Examples of materials
for the slip resistant shoe sole for specific uses include (3) elastic polymers selected
from epichlorohydrin rubbers, silicone rubbers, and polysulfide rubbers.
[0034] The material(s) for the slip resistant shoe sole 1 may be a single kind of elastic
polymer selected from the above-mentioned materials, according to the use of the shoes,
or two or more kinds of compatible or high-affinity elastic polymers selected from
the above-mentioned materials to provide shoe sole properties suitable for the environment
of use. If necessary, rubber compounding agents, for example, fillers such as carbon
black, white carbon, etc., vulcanization accelerators, coloring agents, light resistance
(weather resistance) stabilizers, etc. may be added to the elastic polymer(s). The
materials are subjected to specific processing to give a shoe sole-forming composition.
The obtained composition is used to form the base 2 and ground contact projections
3 of the shoe sole 1.
[0035] To produce a slip resistant shoe sole 1 suitable for a wide range of uses, elastic
polymer(s) selected from synthetic rubbers, natural rubbers, ethylene-vinyl acetate
copolymers, polyurethane, and polyvinyl chloride are preferably used as material(s)
for producing slip resistant shoe sole 1. The use of such materials for producing
the slip resistant shoe sole facilitates shoe sole hardness adjustment, and adjustment
of other properties such as adhesion of the sole to the upper, processability, wear
resistance, etc.
[0036] Slip resistant shoe soles suitable for the shoes as described below can be produced
by changing the material(s) of the base 2 and ground contact projections 3, hardness
and arrangement of the ground contact projections 3, inclination angle α of the inclined
reinforcements 5, opening angle β of the V shape of the ground contact projections
3, etc. More specifically, slip resistant shoe soles 1 adapted to the environment
of use of each shoe, for example, soles suitable for indoor sports shoes; outdoor
sports shoes; shoes for slippery roads such as wet roads, frozen roads, snowy roads,
etc.; shoes for metal surfaces; shoes for polished floors; shoes for dry roads; or
work shoes for use in specific work environments can be provided.
[0037] Thus, in the slip resistant shoe sole 1 of the invention, deformation of the ground
contact projections 3 is suppressed by providing inclined reinforcements 5 at the
roots of the ground contact projections 3 on the base 2. Providing the inclined reinforcements
5 only at the roots of the ground contact projections 3 on the base 2 enables the
maintenance of excellent ground grip and liquid drainage capability, while suppressing
the deformation of the ground contact projections 3. Although the optimal inclination
angle α of the inclined reinforcement 5 is decided considering the use of the shoe,
hardness of the ground contact projections 3, opening angle β of the V shape, arrangement
of the ground contact projections 3, etc., it is usually preferable that the opening
angle be in the range of 10 to 80°.
[0038] Since the horizontal cross section of the ground contact projections 3 has a V shape
with an opening angle β, enhanced strength and deformation suppression can be provided.
Liquid drainage enhancing effects are also provided. The traction of the shoe can
be maximized by setting the opening angle β of the V shape of the ground contact projections
3 to the range of 45 to 140°, although it may vary depending on the hardness of the
ground contact projections 3. When the opening angle β is wider than this range, insufficient
suppression of deformation of the ground contact projections 3 may result, depending
on the direction of the load applied to the slip resistant shoe sole 1, i.e., the
ground contact projections 3, during walking/running, and fail to provide sufficient
traction when walking/running.
[0039] Furthermore, the JIS-A hardness of 45 to 80 of the ground contact projections can
enhance deformation suppression and grip. When the hardness is lower than this range,
deformation of the ground contact projections 3 becomes great. When the hardness is
higher than the above-mentioned range, poor grip and insufficient traction during
walking may result and the shoe tends to easily slip.
[0040] A surface roughness of not more than 28 µm, and more preferably not more than 22
µm, of the ground contact projection surface 4 can provide a slip resistant shoe sole
that enables stable walking.
[0041] Further, the gaps 7, 8 in the transverse and longitudinal directions of the base
2, provided between adjacent ground contact projections 3, can enhance liquid drainage
capability.
[0042] While the invention has been described in connection with a preferred embodiment,
it is not intended to limit the invention to that embodiment. On the contrary, it
is intended to cover all modifications falling within the scope of the invention as
defined by the appended claims. For example, although the V shape of the ground contact
projections 3 opens toward the toe end in the above embodiment, opening toward the
heel end is also possible. Alternatively, as shown in Fig. 5, a first group region
F having V-shaped ground contact projections 3 arranged in such a manner that the
V shape opens toward the toe end may be provided in the front portion, and a second
group region R having V-shaped ground contact projections arranged in such a manner
that the V shape opens toward the heel end may be provided in the rear portion. In
this case, a third region 9 having no ground contact projections may be provided between
the first group region F and the second group region R. With such a configuration,
the shoe sole can exhibit reliable slip resistance, irrespective of the direction
of the load applied, i.e., whether the direction is from the toe or heel end.
[0043] As shown in Fig. 6, each column of ground contact projections 3 may be connected
to an adjacent column thereof and be spaced apart from the other adjacent column thereof
by a gap 7. Alternatively, as shown in Fig. 7 which does not form part of the invention,
each column of ground contact projections 3 may be connected to both adjacent columns
thereof. Alternatively, as shown in Fig. 8, a mixed column arrangement of ground contact
projections 3 is also possible in which a column of ground contact projections 3 that
is spaced apart from both adjacent columns by a gap 7 and another column of ground
contact projections 3 that is connected to an adjacent column thereof and spaced apart
from the other adjacent column thereof by a gap 7 are present.
EXAMPLE 1
[0044] A vulcanizing agent, a vulcanization accelerator, an antioxidant, a filler, and a
coloring agent were added to a rubber material composition consisting of natural rubber
and a styrene butadiene rubber, and roll-mixed to give a composition for forming shoe
sole members. Shoe sole member compositions of three different levels of JIS-A hardness
in the range of 45 to 80, i.e., low hardness (about 45 to 55), intermediate hardness
(about 56 to 65), and high hardness (about 66 to 80) were prepared by changing the
proportions of vulcanizing agent, vulcanization accelerator, filler, and like ingredients.
[0045] The shoe sole member compositions of these three levels of hardness were formed into
sheets with a thickness of about 10 mm. Each sheet was cut to a predetermined width
and length to obtain cut pieces for use as shoe sole-forming members. Subsequently,
slip resistant shoe soles 1 as shown in Fig. 1 were formed from the cut pieces. The
ground contact projections 3 were provided with inclined reinforcements 5 with an
inclination angle α of about 45°. The average opening angle β of the V-shape projections
was about 96°. The ground contact projection surface 4 had a surface roughness of
not more than 7 µm. The lengthwise gap 8 was 2.5 mm and the widthwise gap 7 was 2.0
mm.
[0046] To evaluate the slip resistance of the three kinds of slip resistant shoe soles 1
thus provided with different hardnesses of the ground contact projections 3, the kinetic
friction coefficient of each shoe sole was determined according to the slip resistance
test method "Technical Guidelines for Safe Shoes (RIIS-TR-90, 1991): Slip Resistance
Test Method". For comparison, the kinetic friction coefficient of a conventional slip
resistant shoe sole was also determined. Fig. 4 shows the measurement results of kinetic
friction coefficients of the soles.
[0047] Figs. 9 and 10 show a bottom plan view and a vertical sectional view of this conventional
shoe sole. As shown in Figs. 9 and 10, the ground contact projections 23 do not have
any inclined reinforcements at their roots on the ground contact side 22a of the base
22; and the angle between the ground contact projection 23 and the base 22 is 90°.
The hardness of the ground contact projections 23 is 45 to 80°. The ground contact
projection surface 23 has a surface roughness of 33 µm.
[0048] As is clear from Fig. 4, after the maximum static friction has been reached, smooth
transition from static friction to dynamic friction occurs in the slip resistant shoe
soles 1 with low, intermediate and high hardnesses obtained in Example 1, and a high
dynamic friction state is maintained, thus providing a stable slip resistance. In
contrast, in the conventional shoe sole, after the maximum static friction is reached,
sudden slippage occurs and results in a low dynamic friction state upon transition
from static friction to dynamic friction, thus resulting in loss of stability when
walking and a dangerous walking state. The above results clearly show that compared
to the conventional slip resistant shoe sole, the slip resistant shoe soles of the
invention have highly excellent slip resistance
EXAMPLE 2
[0049] A vulcanizing agent, a vulcanization accelerator, an antioxidant, a filler, and a
coloring agent were added to a composition consisting of a mixture of natural rubber
for standard shoe soles and a polybutadiene rubber, and roll-mixed to give a shoe
sole material. The slip resistant shoe sole 1 shown in Fig. 7 was formed using this
material. The inclination angle α of the inclined reinforcements 5, opening angle
β of the V shape of the ground contact projections 3, surface roughness of the ground
contact projection surface 4, and lengthwise gap 8 were the same as in Example 1.
The JIS-A hardness of the ground contact projections 3 was set to the intermediate
hardness (56 to 65°). Fig. 12 shows the measurement results of the kinetic friction
coefficient of the thus obtained slip resistant shoe sole measured in the same manner
as in Example 1. for comparison, the kinetic friction coefficient of the conventional
shoe sole used in Example 1 above is also shown in Fig. 12. Fig. 12 clearly shows
that, as with the slip resistant shoe soles of Example 1, the slip resistant shoe
sole of Example 2 has highly excellent slip resistance.
INDUSTRIAL APPLICABILITY
[0050] The slip resistant rubber sole structure of the invention is applicable to normal
shoes; work shoes for use in particularly slippery work environments; and nursing
care shoes and shoes for disabled persons.
1. Rutschfeste Schuhsohle (1), umfassend eine Mehrzahl von Bodenkontakterhebungen (3),
die auf der Bodenkontaktseite (2a) der Sohlenbasis (2) mit einer vorgegebenen Lücke
(8) zwischen benachbarten Bodenkontakterhebungen in der longitudinalen Richtung der
Basis gebildet sind,
wobei die Bodenkontakterhebungen in einer Mehrzahl von Spalten angeordnet sind, wobei
jede Spalte von Bodenkontakterhebungen von benachbarten Spalten hiervon durch eine
vorgegebene Lücke (7) in der transversalen Richtung der Basis räumlich getrennt ist,
wobei die Bodenkontakterhebungen einen V-förmigen horizontalen Querschnitt mit geneigten
Verstärkungen (5), die an den Ansätzen der Bodenkontakterhebungen auf der Basis bereitgestellt
sind, aufweisen und unter Verwendung eines elastomeren Polymers mit einer JIS-A-Härte
von 45 bis 80, wie bei 20 °C gemessen, gebildet sind; wobei
die geneigten Verstärkungen lediglich an den Ansätzen der Bodenkontakterhebungen gebildet
sind und im vertikalen Querschnitt die Bodenkontakterhebungsoberfläche (4) parallel
zum Boden ist und der Winkel zwischen der Bodenoberfläche und den Seitenteilen der
Bodenkontakterhebungen (3), die sich zwischen der Bodenkontakterhebungsoberfläche
(4) und den geneigten Verstärkungen (5) erstrecken, 90° beträgt.
2. Rutschfeste Schuhsohle nach Anspruch 1, umfassend voneinander getrennte erste und
zweite Gruppenbereiche, wobei der erste Gruppenbereich (F) V-förmige Bodenkontakterhebungen
aufweist, welche derart angeordnet sind, dass die V-Form sich in Richtung des Zehenendes
öffnet, und der zweite Gruppenbereich (R) V-förmige Bodenkontakterhebungen aufweist,
welche derart angeordnet sind, dass die V-Form sich in Richtung des Fersenendes öffnet.
3. Rutschfeste Schuhsohle nach Anspruch 2, wobei die ersten und zweiten Gruppenbereiche
voneinander getrennte vordere und hintere Bereiche sind.
4. Rutschfeste Schuhsohle nach Anspruch 3, wobei ein dritter Bereich (C), der keine Bodenkontakterhebungen
aufweist, zwischen dem ersten Gruppenbereich und dem zweiten Gruppenbereich bereitgestellt
ist.
5. Rutschfeste Schuhsohle nach Anspruch 1, wobei der Öffnungswinkel (β) der V-Form der
Bodenkontakterhebungen im Bereich von 45 bis 140° liegt.
6. Rutschfeste Schuhsohle nach Anspruch 1, wobei die Bodenkontakterhebungsoberfläche
eine Oberflächenrauheit von nicht mehr als 28 µm aufweist.
7. Rutschfeste Schuhsohle nach Anspruch 1, welche aus mindestens einem elastomeren Polymer,
ausgewählt aus der Gruppe, bestehend aus Synthesekautschuken, Naturkautschuken, Ethylen-Vinylacetat-Copolymeren,
Polyurethan und Polyvinylchlorid, zusammen mit einem Kautschukmischungsmittel, gebildet
ist.
1. Semelle de chaussure antidérapante (1) comprenant une pluralité de saillies (3) de
contact avec le sol formées sur le côté (2a) de contact avec le sol de la base de
semelle (2) avec un espace prédéterminé (8) entre des saillies adjacentes de contact
avec le sol dans la direction longitudinale de la base (2),
moyennant quoi les saillies de contact avec le sol sont agencées en une pluralité
de colonnes, chaque colonne de saillies de contact avec le sol étant espacée de l'autre
colonne adjacente de celles-ci par un espace prédéterminé (7) dans la direction transversale
de la base,
les saillies de contact avec le sol présentant une section transversale horizontale
en forme de V, comportant des renforts inclinés (5) prévus au niveau des emplantures
des saillies de contact avec le sol sur la base, et étant formées en utilisant un
polymère élastomère avec une dureté JIS-A de 45 à 80 telle qu'elle est mesurée à 20°C
; dans laquelle
les renforts inclinés sont formés seulement au niveau des emplantures des saillies
de contact avec le sol et dans la section transversale verticale, la surface à saillies
de contact avec le sol (4) est parallèle au sol et l'angle entre la surface de sol
et les parties des côtés des saillies de contact avec le sol (3) qui s'étendent entre
la surface à saillies de contact avec le sol (4) et les renforts inclinés (5) est
de 90°C.
2. Semelle de chaussure antidérapante selon la revendication 1, comprenant des première
et deuxième régions de groupe séparées l'une de l'autre, la première région de groupe
(F) comportant des saillies de contact avec le sol en forme de V agencées de manière
telle que la forme de V s'ouvre vers l'extrémité à orteils, et la seconde région de
groupe (R) comportant des saillies de contact avec le sol en forme de V agencées de
manière telle que la forme de V s'ouvre vers l'extrémité à talon.
3. Semelle de chaussure antidérapante selon la revendication 2, dans laquelle les première
et deuxième régions de groupe sont des régions avant et arrière séparées l'une de
l'autre.
4. Semelle de chaussure antidérapante selon la revendication 3, dans laquelle une troisième
région (C) ne comportant pas de saillies de contact avec le sol est prévue entre la
première région de groupe et la deuxième région de groupe.
5. Semelle de chaussure antidérapante selon la revendication 1, dans laquelle l'angle
d'ouverture (β) de la forme de V des saillies de contact avec le sol est dans la plage
de 45 à 140°.
6. Semelle de chaussure antidérapante selon la revendication 1, dans laquelle la surface
à saillies de contact avec le sol possède une rugosité de surface non supérieure à
28 µm.
7. Semelle de chaussure antidérapante selon la revendication 1, qui est formée d'au moins
un polymère élastomère sélectionné parmi le groupe constitué de caoutchoucs synthétiques,
de caoutchoucs naturels, de copolymères éthylène-acétate de vinyle, de polyuréthanne,
et de chlorure de polyvinyle, conjointement avec un agent de formulation de caoutchouc.