EP2009179B1 - Reitboden und sein Herstellungsverfahren - Google Patents

Reitboden und sein Herstellungsverfahren Download PDF

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Publication number
EP2009179B1
EP2009179B1 EP08305346A EP08305346A EP2009179B1 EP 2009179 B1 EP2009179 B1 EP 2009179B1 EP 08305346 A EP08305346 A EP 08305346A EP 08305346 A EP08305346 A EP 08305346A EP 2009179 B1 EP2009179 B1 EP 2009179B1
Authority
EP
European Patent Office
Prior art keywords
base layer
layer
granulates
comprised
equestrian
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP08305346A
Other languages
English (en)
French (fr)
Other versions
EP2009179A1 (de
Inventor
Jacques Gandemer
Sophie Moreau
Patrick PARPILLON
Loïc PAUL
Catherine Clauzade
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sportingsols
Centre Scientifique et Technique du Bâtiment
Aliapur SA
Original Assignee
Sportingsols
Centre Scientifique et Technique du Bâtiment
Aliapur SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sportingsols, Centre Scientifique et Technique du Bâtiment, Aliapur SA filed Critical Sportingsols
Priority to PL08305346T priority Critical patent/PL2009179T3/pl
Publication of EP2009179A1 publication Critical patent/EP2009179A1/de
Application granted granted Critical
Publication of EP2009179B1 publication Critical patent/EP2009179B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C13/00—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
    • E01C13/06—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003
    • E01C13/065—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003 at least one in situ layer consisting of or including bitumen, rubber or plastics

Definitions

  • the present invention relates to the general field of riding. It relates more particularly to an equestrian floor structure and its method of production.
  • the floors of quarries and equestrian rides consist of a layer of sand or micro-sand, spread on a bottom of stabilized soil made of stones and / or compacted gravel.
  • an equestrian floor consisting of a base surmounted by a first layer of agglomerated EPDM rubber granules, itself surmounted by a second layer of agglomerated EPDM rubber granules, less hard than the first one, itself surmounted by a layer of free EPDM rubber granules, in bulk.
  • the present invention provides a new equestrian floor structure, economic, non-abrasive, having good strength and further having interesting damping and rebound characteristics.
  • a stable surface is obtained, which does not require watering, unlike sandy anterior surfaces, and which is moreover well accepted by the animals.
  • Such flooring is very comfortable on impact because of its good damping and rebound qualities.
  • the upper layer formed of free aggregates, resting on the base layer with rough upper surface, allows a certain degree of rotation to the horse's feet, which allows the latter to control his supports well while sparing his joints.
  • the base layer made of bonded rubber granules limits scouring created by horse hooves and gives the ground bounce characteristics that enhance the horse's athletic performance.
  • the combination of this base layer with multi-directional striations and the surface layer of free aggregates provides flexibility and nevertheless retains a shear strength adapted to the sport.
  • the rubber granulates used are preferably from used tires, which limits the material cost of the soil obtained.
  • PUNR non-reusable used tires
  • the use of non-reusable used tires (PUNR) from the ALIAPUR Company's chain guarantees - an elastomer content greater than 45% to ensure damping performance, - a reinforcing filler content of greater than 25% providing resistance to chafing, and - complex chemistry allowing non-degradation to UV, as well as - the absence of metal wires which may cause annoyance or injury to horses or riders.
  • the base layer is preferably composed of rubber granules of which at least 90% by mass have a particle size of between 2 and 12 mm.
  • this base layer consists of a compacted mixture of rubber granules and a resin, said resin representing between 12 and 25% of the weight of said aggregates.
  • the depth of the majority of the pluridirectional striations formed on the surface of the base layer is at most 10 mm.
  • the thickness of the surface layer is on the other hand preferably between 20 and 40 mm.
  • This surface layer is preferably consisting of rubber granules of which at least 90% by mass has a particle size of between 1 and 10 mm.
  • the floor structure according to the invention consists of a stabilized floor bottom 1, covered with a base layer 2 formed of compacted rubber granules secured by a binder, itself even covered with a surface layer 3 formed of granules free of rubber.
  • the stabilized soil floor 1 has a conventional structure. It consists of - an underlayer 4 formed of compacted stones / pebbles, having a minimum lift of 30 MPa, and - an overlayer 5 formed of compacted crushed gravels.
  • the bass overlay 5 advantageously has a thickness of between 10 and 15 cm; preferably fine and closed gravel, type 0/14 to 0/20 is used.
  • the compaction of the two layers 4 and 5 of the floor bottom 1 is carried out in a conventional manner by means of a roller compactor or ball.
  • a bituminous emulsion layer forming an impregnation layer may be deposited on the bottom of soil 1, associated or not with fine gravel, before the deposition of the layers of rubber granules 2, 3.
  • the rubber used to form the base layer 2 and the surface layer 3 comes from the recycling of used tires. Irregularly shaped aggregates obtained by grinding the rubber of the tires after removal of the reinforcing metal structure are used.
  • the granules of rubber used to form the base layer 2 have, for at least 90% by mass, a particle size of between 2 and 12 mm, advantageously still between 4 and 8 mm, with regard to the French standard AFNOR XPT-47 -752 (The values indicated correspond to the largest dimension of aggregates). To ensure cohesion between them, these rubber granules are mixed with a binder before being used on the floor bottom 1.
  • the binder used is advantageously a polymerizable resin, advantageously of the solvent-free mono-component polyurethane type (for example a resin sold under the name Conica 322 (registered trademark)).
  • the weight of the resin used is between 12 and 25% of the weight of the granulate.
  • Mixing of the granulate with the resin is carried out on site, in a conventional mixer.
  • the use of the mixture obtained on the bottom of soil 1 is carried out by a machine of the type finisher allowing the realization of thin coatings by ensuring a very good compaction.
  • the tightening is performed by heating blades in reciprocating movements.
  • a compacted surface of bound aggregates having a regular planimetry is obtained.
  • the final thickness of the base layer 2 is advantageously between 15 and 55 mm; preferably, this thickness is between 25 and 40 mm, and more preferably close to 35 mm.
  • the upper surface 6 of the base layer 2 is scraped or scratched, so as to provide a "rough" surface condition, not smooth.
  • This scraping or scratching operation is of the pluridirectional type, that is to say that it is carried out according to at least two directions. It is implemented manually, for example by rake, or by means of any suitable mechanism (for example integrated in the machine for implementing the mixture granules / binder). For the majority, these striations or scratches have a maximum depth of 10 mm, preferably between 5 and 10 mm.
  • the rubber granules used to form this surface layer 3 have, for at least 90% by mass, a particle size of between 1 and 10 mm, advantageously still between 1 and 8 mm, according to the abovementioned AFNOR standard (the values indicated correspond to the largest dimension of the granules).
  • the average thickness of this surface layer 3 is advantageously between 10 and 100 mm; preferably, this thickness is between 20 and 40 mm, and more preferably close to 30-35 mm.
  • the soil structure thus prepared is very suitable for moving horses or ponies.
  • the stable layer of rubber (base layer 2) and the “mobile” layer of rubber (surface layer 3) give this soil very good damping qualities.
  • the resulting soil has satisfactory sinking and deformation characteristics (soil not too “digging”).
  • the "rough" surface condition of the base layer 2 makes it possible to adequately hold the free surface granulate.
  • This base layer 2 makes it possible to obtain a floor having good horizontal cohesion ("grip" effect) in order to prevent excessive horizontal sliding of the horses.
  • the "mobile” top layer still gives the animals a certain flexibility of walking or running, allowing the mobility necessary for the hoof during the impact (slight sliding in all directions).
  • the floor structure according to the invention is very comfortable and safe. It is very suitable not only for rides and quarries, but also for the realization of paddock surfaces and covered or outdoor tracks (training courses, jumping obstacles ). It also provides favorable characteristics for the joint health of horses and the safety of riders.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Dry Formation Of Fiberboard And The Like (AREA)
  • Photoreceptors In Electrophotography (AREA)
  • Steam Or Hot-Water Central Heating Systems (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Body Structure For Vehicles (AREA)

Claims (9)

  1. Reitboden, insbesondere für eine Reitbahn, eine Laufstrecke, eine Koppel, einen Korridor, eine überdachte Bahn oder eine Freibahn, wobei der Reitboden umfasst:
    - einen stabilisierten Unterboden (1),
    - eine Basisschicht (2), die auf dem Unterboden (1) vorgesehen ist, wobei die Basisschicht (2) eine Dicke aufweist, die zwischen 15 und 55 mm beträgt, und von gebundenem Gummigranulat gebildet ist, und
    - eine Oberflächenschicht (3), die von freiem Gummigranulat gebildet ist, das über die Basisschicht (2) verteilt ist,
    dadurch gekennzeichnet, dass die Basisschicht (2) von verdichteten Gummigranulat gebildet ist, das durch ein Bindemittel verbunden ist, wobei die Basisschicht (2) eine obere Fläche (6) umfasst, die mit Rillen in mehrere Richtungen versehen ist, die ihr einen "rauen" Charakter verleihen, und dass die Oberflächenschicht (3), die von freiem Granulat gebildet ist, eine Dicke zwischen 10 und 100 mm hat, wobei das freie Granulat auf der Fläche (6), die mit Rillen in mehrere Richtungen versehen ist, verteilt ist.
  2. Reitboden nach Anspruch 1, dadurch gekennzeichnet, dass die Basisschicht (2) von Gummigranulat gebildet ist, von dem mindestens 90 Gewichtsprozent eine Granulometrie zwischen 2 und 12 mm aufweisen.
  3. Reitboden nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die Basisschicht (2) von einem verdichteten Gemisch aus Gummigranulat und Harz gebildet ist, wobei das Harz zwischen 12 und 25 % des Gewichts des Granulats ausmacht.
  4. Reitboden nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die obere Fläche (6) der Basisschicht (2) Rillen in mehrere Richtungen umfasst, die mehrheitlich eine maximale Tiefe von 10 mm aufweisen.
  5. Reitboden nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Dicke der Oberflächenschicht (3), die von freiem Granulat gebildet ist, zwischen 20 und 40 mm beträgt.
  6. Reitboden nach Anspruch 5, dadurch gekennzeichnet, dass die Dicke der Oberflächenschicht (3), die von freiem Granulat gebildet ist, zwischen 30 und 35 mm beträgt.
  7. Reitboden nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass die Oberflächenschicht (3) von Gummigranulat gebildet ist, von dem mindestens 90 Gewichtsprozent eine Granulometrie zwischen 1 und 10 mm aufweisen.
  8. Reitboden nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass der Unterboden (1) gebildet ist von:
    - einer verdichteten geschotterten Unterschicht (4), deren Mindesttragfähigkeit 30 MPa beträgt, und
    - einer verdichteten Oberschicht (5), die von Kies des Typs 0/10 bis 0/20 gebildet ist, deren Dicke zwischen 10 und 15 cm beträgt.
  9. Verfahren zur Herstellung eines Reitbodens nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass es darin besteht:
    - einen stabilisierten Unterboden (1) auf Basis von verdichtetem Schotter und/oder Kies herzustellen,
    - ein Gemisch aus Gummigranulat und Bindemittel des Typs polymerisierbares Harz herzustellen,
    - das Granulat-/Harzgemisch auf dem Unterboden (1) zu verdichten, um die Basisschicht (2) zu erhalten,
    - eine Riefelung in mehrere Richtungen der oberen Schicht (6) der Basisschicht (2) durchzuführen, um raue Rillen zu erhalten, und zwar vor der vollständigen Polymerisation des Harzes, dann
    - nach der Polymerisation des Harzes auf die Basisschicht (2) freies Gummigranulat aufzutragen, um die Oberflächenschicht (3) zu bilden.
EP08305346A 2007-06-29 2008-06-27 Reitboden und sein Herstellungsverfahren Not-in-force EP2009179B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08305346T PL2009179T3 (pl) 2007-06-29 2008-06-27 Posadzka do jazdy konnej i sposób jej wykonania

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0704698A FR2918083B1 (fr) 2007-06-29 2007-06-29 Sol equestre et son procede de realisation

Publications (2)

Publication Number Publication Date
EP2009179A1 EP2009179A1 (de) 2008-12-31
EP2009179B1 true EP2009179B1 (de) 2011-04-06

Family

ID=38983353

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08305346A Not-in-force EP2009179B1 (de) 2007-06-29 2008-06-27 Reitboden und sein Herstellungsverfahren

Country Status (7)

Country Link
EP (1) EP2009179B1 (de)
AT (1) ATE504697T1 (de)
DE (1) DE602008005956D1 (de)
ES (1) ES2364217T3 (de)
FR (1) FR2918083B1 (de)
PL (1) PL2009179T3 (de)
PT (1) PT2009179E (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3162764A1 (fr) 2024-05-29 2025-12-05 Buxor Sol equestre et procede de realisation d’un tel sol

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2366410A1 (fr) * 1976-09-29 1978-04-28 Setars Revetement de sol, notamment pour sols sportifs
FR2656014B1 (fr) * 1989-12-19 1992-04-03 Lefoll Pierre Revetement pour court de tennis.
FR2856084B1 (fr) * 2003-06-11 2005-08-12 Technologie Et Materiaux De Sy Sol, utilise notamment comme sol equestre

Also Published As

Publication number Publication date
ES2364217T3 (es) 2011-08-29
FR2918083B1 (fr) 2011-02-25
PL2009179T3 (pl) 2011-12-30
DE602008005956D1 (de) 2011-05-19
ATE504697T1 (de) 2011-04-15
FR2918083A1 (fr) 2009-01-02
PT2009179E (pt) 2011-07-12
EP2009179A1 (de) 2008-12-31

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