US20190390414A1 - Riding surface and method for constructing a riding surface - Google Patents

Riding surface and method for constructing a riding surface Download PDF

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Publication number
US20190390414A1
US20190390414A1 US16/482,130 US201716482130A US2019390414A1 US 20190390414 A1 US20190390414 A1 US 20190390414A1 US 201716482130 A US201716482130 A US 201716482130A US 2019390414 A1 US2019390414 A1 US 2019390414A1
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US
United States
Prior art keywords
mat
riding surface
tread layer
water
grooves
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Abandoned
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US16/482,130
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English (en)
Inventor
Wolfgang Bacher
Robert HOEFLER
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Individual
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Individual
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=63040267&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=US20190390414(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from DE102017202251.5A external-priority patent/DE102017202251A1/de
Priority claimed from DE102017212824.0A external-priority patent/DE102017212824A1/de
Application filed by Individual filed Critical Individual
Assigned to BACHER, WOLFGANG reassignment BACHER, WOLFGANG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BACHER, WOLFGANG, HOEFLER, Robert
Publication of US20190390414A1 publication Critical patent/US20190390414A1/en
Abandoned legal-status Critical Current

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    • 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
    • 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
    • E01C13/02—Foundations, e.g. with drainage or heating arrangements
    • 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
    • E01C3/00—Foundations for pavings
    • E01C3/006—Foundations for pavings made of prefabricated single units

Definitions

  • the present invention relates to an irrigable riding surface as well as to a method for constructing the same.
  • Riding surfaces and systems for irrigating riding surfaces are known in practice in the most diverse embodiments, for both the open-air riding ground as well as indoor riding arenas.
  • a multiplicity of surfaces and systems, inter alia having so-called underground irrigation, which are intended to ensure a uniform penetration of moisture of the area are known.
  • Drip tubes or hoses, respectively, and ground grids thereabove for protecting the drip hoses from damage by horses' hooves are installed on the usually native ground.
  • the ground grids are typically constructed in a mesh-shaped manner such that the sand of the tread layer can be irrigated and optionally dewatered. To this end, the ground grids are filled with and completely covered by sand in order for a tread layer to be formed.
  • a significant problem of riding surfaces known in practice lies in that the drip hoses are installed directly on the ground and a not insignificant part of the quantity of water does not moisten the tread layer but indeed rather seeps away, or runs off, respectively, into the ground. Furthermore, the clearances of the in most instances thick and open ground grids for irrigating and dewatering the riding surfaces are extremely large. Since the sand, besides aggregates, of the tread layer also has to be filled into the ground grid, an extremely large quantity of sand is required. In other words, the volume of the known ground grids to be filled with sand is extremely large. This increases the quantity of sand required.
  • a further disadvantage of the known riding surfaces lies in the construction thereof that is rather complex in production, in particular in the case of an embodiment having a large area. Moreover, the handling when storing, when constructing, and when transporting the riding surface is rather complex, depending on the size and area, respectively.
  • a further disadvantage lies in that corresponding additives, for example in the form of textile or non-woven shreds, are required in most instances for achieving a shock-absorbing surface or suitable damping that is gentle to the horses, respectively, but said additives in terms of the effect are inadequate on their own.
  • the present invention is therefore based on the object of providing a riding surface which, while having a robust and simple construction and largely eliminating the risk of injury to the horse, guarantees optimal irrigating and dewatering. Moreover, an improved method for constructing a corresponding riding surface is to be specified.
  • the riding surface has a tread layer, a mat that is disposed between the ground and the tread layer, and drip hoses, wherein the drip hoses are embedded in the mat, preferably in grooves on that side of the mat that faces the tread layer.
  • the underlying object is achieved by the features of claim 13 , specifically in that the drip hoses are embedded, preferably on site, in the mat, preferably in grooves on that side of the mat that faces the tread layer.
  • the drip hoses not to be disposed on the ground and protected by voluminous ground grids which are complex in terms of the construction thereof and in turn have to be filled with a large volume of sand and damping additives in order for the ground grids to be filled and covered.
  • the invention follows an entirely different path in that a mat is placed directly or indirectly on the ground, and the drip hoses are disposed on that side of the mat that faces the tread layer.
  • the drip hoses can be embedded in grooves on that side of the mat that faces the tread layer.
  • the drip hoses are fixedly disposed on the mat and largely protected against damage, and any unwanted seepage of the water making its way out of the drip hoses is simultaneously avoidable.
  • the drip hoses can be assigned to the mat by way of a press-fit, for example. It can be necessary herein for the drip hoses to be embedded or jammed, respectively, in the mat by stepping or lightly hammering on said drip hoses.
  • a latching mechanism and/or embodiments similar to that of a tongue and/or groove connection are also conceivable.
  • the tread layer thus bears directly or indirectly on the mat and the drip hoses.
  • An extremely thin riding surface and a nevertheless robust structure can be implemented on account thereof.
  • the required volume of the tread layer can be reduced to a minimum. Any potential risk of injury by virtue of excessively deep clearances of ground grids is also eliminated.
  • the drip hoses on account of being embedded in the grooves of the mat, have a fixed position and cannot readily slip out of position during the construction of the riding surface or over the course of time.
  • a further advantage lies in that, by virtue of the simple construction, in particular by virtue of the predefined embedding of the drip hoses, the construction of the riding surface can in particular also be performed without any particular expert knowledge.
  • the mat at least in regions is advantageously produced from a water-permeable and/or soft and/or damping material.
  • PU foam rubber which is preferably pressed under the influence of heat and/or baked is particularly suitable to this end.
  • the use of rubber granules, in particular from recycled automobile tires, is likewise conceivable.
  • the mat can be constructed so as to be largely solid, or can have a mesh structure.
  • the configuration of the mat from a soft or damping, respectively, material is particularly conducive to the health of horses, or gentle for horses, respectively, and can save adding soft additives to the sand.
  • a certain water permeability prevents any backlog of water and an excessive wetness of the riding surface.
  • the mat at least in regions is made from a firm material, preferably from PVC.
  • An increased stability as well as an increased protection of the drip hoses is guaranteed on account thereof.
  • the utilization of a firm material furthermore is associated with the advantage of a certain distribution of pressure. It is conceivable for the mat at least in regions, in particular in the region of the grooves to be produced from water-impermeable material, so as to largely avoid any unwanted seepage of the water exiting the drip hoses.
  • the mat can be embodied so as to be extremely thin, specifically just so thin that protection, and optionally a distribution of pressure, is guaranteed.
  • a thickness of the mat of 25 mm to 30 mm is already sufficient for embedding the drip hoses in the mat and for forming a stable and damping foundation for the tread layer.
  • Extremely high floor structures such as are known in practice in the construction of riding surfaces having ground grids, can be dispensed with.
  • part of the water exiting the drip hoses can seep through the mat and remain unutilized for irrigation.
  • at least that surface of the grooves that is oriented toward the tread layer is largely water-impermeable, in particular is coated with a water-impermeable material, and/or the grooves are configured in a water-impermeable mat or at least a water-impermeable region of the mat.
  • the mat at specific spacings particularly advantageously has passages, preferably holes, which permit a penetration by water and/or largely avoid any penetration of comparatively large quantities of sand and other particles.
  • dewatering can be guaranteed, for example in the event of heavy rain, without losing water which emanates from the drip hoses.
  • a round and/or square design embodiment of the passages is conceivable. It is conceivable herein that the passages are disposed in a linear manner and so as to be parallel to the grooves and have a specific spacing from the grooves such that water malling its way from the drip hoses at least largely does not seep through the passages.
  • the mat In order for any slippage of the sand of the tread layer to be avoided, it is particularly advantageous for the mat, at least on that side thereof that faces the tread layer, to have a structure, in particular a net or mesh structure.
  • a corresponding structure of the surface of the mat can moreover again prevent that water exiting the drip hoses seeps through the passages, for example in that the grooves and the passages are disposed in different depressions, or at least in regions are mutually separated by elevations of a structure, respectively. It is important herein that the water making its way from the drip hoses does not directly seep away again by way of the passages but rather makes its way into the tread layer.
  • the passages are intended to prevent that an excess quantity of water is situated in the tread layer and to discharge said excessive quantity to below the tread layer.
  • the intermediate mat at least on that side thereof that faces the tread layer, to have a structure, in particular a net or mesh structure.
  • the intermediate mat can be embodied so as to be extremely thin, specifically just so thin that protection, and optionally a distribution of pressure, is guaranteed.
  • the mat can be disposed directly or indirectly on native ground and/or a drainage, in particular gravel.
  • the mat can be configured so as to be robust in such a manner that said mat also withstands a rough subsoil and even levels out certain ground unevenness.
  • the mat can be disposed on native ground and/or a drainage, in particular gravel.
  • the mat can be configured so as to be robust in such a manner that said mat also withstands a rough subsoil and even levels out certain ground unevenness.
  • the tread layer is advantageously composed substantially of sand, besides aggregates, in particular of a geotextile product, and bears directly or indirectly on the mat and the drip hoses. Filling and covering a voluminous ground grid is not required here.
  • the tread layer advantageously has a thickness of 10 to 12 cm so as to guarantee optimal moistening of the tread layer and a reduced risk of injury to horse and rider.
  • a control system can regulate the quantity and/or the time of the supply of water by way of the drip hoses.
  • FIG. 1 in a schematic view shows a first exemplary embodiment of the construction of a riding surface according to the invention
  • FIG. 2 in a schematic view shows a second exemplary embodiment of the construction of a riding surface according to the invention
  • FIG. 3 in an exploded view shows the subject matter from FIG. 2 ;
  • FIG. 4 shows a plan view of the mat from FIGS. 2 and 3 .
  • FIG. 1 in a schematic view shows a first exemplary embodiment of the construction of a riding surface according to the invention, having a tread layer 1 , a mat 2 that is disposed between the ground and the tread layer 1 , here referred to as lower mat 2 , and drip hoses 3 which are embedded in grooves 4 of that side of the lower mat 2 that faces the tread layer 1 .
  • the lower mat 2 is produced from a water-permeable, soft and damping material, specifically from PU foam rubber.
  • the damping property of the mat 2 is very particularly conducive to the health of the horses moving on the riding surface.
  • the production of the lower mat 2 from rubber granules from recycled automobile tires is also conceivable here.
  • the lower mat 2 is providable as rolled goods, wherein the individual rolled webs of the lower mat 2 are capable of being snap-fitted to one another and are extendable in an arbitrary manner.
  • the thickness of the lower mat 2 is approximately 25 to 30 mm.
  • Said lower mat 2 is capable of being disposed on a preferably native ground and/or a drainage, for example gravel (not shown in FIG. 1 ). An optimal outflow of excess water is implementable on account of the water permeability of the lower mat 2 .
  • the soft and nevertheless stable material of the lower mat 2 offers an ideal ground for the riding surface, even on comparatively rough soil.
  • the drip hoses 3 are produced from plastics material and at regular spacings have valves 5 that for irrigating the tread surface are oriented toward the tread layer.
  • the drip hoses can have a diameter of 16 mm and are embedded in parallel webs in the lower mat 2 .
  • An intermediate mat 6 is disposed above the lower mat 2 and the drip hoses 3 in order to stabilize and protect the dripping hoses 3 as well as for distributing pressure between the lower mat 2 and the tread layer 1 .
  • the intermediate mat 6 has a plurality of holes 7 that are disposed at a mutual spacing of 10 cm. Said holes 7 permit a penetration of water from below the intermediate mat 6 to the tread layer 1 , however avoid any penetration of comparatively large quantities of sand and other particles from the tread layer 1 to below the intermediate mat 6 .
  • the intermediate mat 6 on that side of the intermediate mat 6 that faces the tread layer 1 has a mesh structure which avoids any slippage of the tread layer.
  • An intermediate net instead of the intermediate mat 6 is also conceivable.
  • the tread layer 1 is composed substantially of sand, besides aggregates, specifically of a geotextile product, and bears on the intermediate mat 6 .
  • Said tread layer 1 has a thickness of 10 to 12 cm.
  • FIGS. 2, 3, and 4 show in each case in a schematic view a second exemplary embodiment of a riding surface according to the invention, having a tread layer 1 and a mat 2 that in the sense of a separation mat is disposed between the ground 8 and the tread layer 1 , wherein drip hoses 3 for irrigating the tread layer 1 are embedded in grooves 4 on that side of the mat 2 that faces the tread layer 1 .
  • the mat 2 is produced from a firm material, specifically from PVC, and is capable of being snap-fitted from individual mat elements 2 .
  • the grooves 4 on that side of the mat 2 that faces the tread layer 1 are machined into the mat 2 and have a width as well as a depth of in each case 18 mm.
  • the grooves 4 and thus the drip hoses 3 are disposed so as to be mutually parallel and at equal mutual spacings.
  • Square holes 7 which permit a penetration of water and largely avoid any penetration of comparatively large quantities of sand and other particles are provided between the drip hoses 3 in a linear manner and so as to be parallel to the drip hoses 3 .
  • the holes 7 are dimensioned to be just of such size that unwanted quantities of water in the tread layer, for example in the event of heavy rain, seep away, but not that quantity of water that for irrigating the tread layer exits the tread hoses 3 .
  • the mat 2 on that side thereof that faces the tread layer 1 has a mesh structure which contributes toward the stability of the mat 2 , on the one hand, and prevents that water exiting in an unwanted manner from the tread hoses 3 seeps away through the holes 7 .
  • the regions of the drip hoses 3 and those of the holes 7 are at least in part mutually separated by a mesh structure.
  • the drip hoses 3 are produced from plastics material and, for irrigating the tread layer 1 , at regular spacings have valves 5 which are oriented toward the tread layer 1 .
  • the drip hoses are dimensioned in such a manner that said drip hoses are ideally capable of being embedded or jammed, respectively, in the grooves.
  • the mat 2 is disposed on native ground 8 , specifically gravel. An optimal outflow of excess water is implementable on account of the water permeability of the mat 2 .
  • the tread layer 1 is composed substantially of sand, besides aggregates, specifically of a geotextile product, and bears on the mat 2 .
  • Said tread layer 1 has a thickness of 10 to 12 cm.
US16/482,130 2017-01-31 2017-12-28 Riding surface and method for constructing a riding surface Abandoned US20190390414A1 (en)

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
DE102017201564.0 2017-01-31
DE102017201564 2017-01-31
DE102017202251.5A DE102017202251A1 (de) 2017-01-31 2017-02-13 Reitboden und Verfahren zum Bau eines Reitbodens
DE102017202251.5 2017-02-13
DE102017212824.0A DE102017212824A1 (de) 2017-07-26 2017-07-26 Reitboden und Verfahren zum Bau eines Reitbodens
DE102017212824.0 2017-07-26
PCT/DE2017/200140 WO2018141321A1 (de) 2017-01-31 2017-12-28 Reitboden und verfahren zum bau eines reitbodens

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE2017/200140 A-371-Of-International WO2018141321A1 (de) 2017-01-31 2017-12-28 Reitboden und verfahren zum bau eines reitbodens

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US17/556,005 Continuation US20220112667A1 (en) 2017-01-31 2021-12-20 Riding surface and method for constructing a riding surface

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US20190390414A1 true US20190390414A1 (en) 2019-12-26

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US16/482,130 Abandoned US20190390414A1 (en) 2017-01-31 2017-12-28 Riding surface and method for constructing a riding surface
US17/556,005 Pending US20220112667A1 (en) 2017-01-31 2021-12-20 Riding surface and method for constructing a riding surface

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US17/556,005 Pending US20220112667A1 (en) 2017-01-31 2021-12-20 Riding surface and method for constructing a riding surface

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US (2) US20190390414A1 (de)
EP (2) EP3763876B1 (de)
JP (1) JP7252124B2 (de)
CN (1) CN110214211A (de)
AU (1) AU2017396836A1 (de)
CA (1) CA3051716C (de)
DK (2) DK3763876T3 (de)
ES (2) ES2932303T3 (de)
RU (1) RU2019125972A (de)
WO (1) WO2018141321A1 (de)
ZA (1) ZA201905091B (de)

Cited By (1)

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Publication number Priority date Publication date Assignee Title
US20210156095A1 (en) * 2019-11-25 2021-05-27 Capillary Concrete, Llc Subsurface irrigation system for a sports field

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20190390414A1 (en) † 2017-01-31 2019-12-26 Wolfgang Bacher Riding surface and method for constructing a riding surface
DE202023103154U1 (de) 2023-06-07 2023-11-28 terra-bausysteme GmbH Reitboden

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US20030056432A1 (en) * 2001-09-21 2003-03-27 Fieldturf, Inc. Artificial surface with integrated thermal regulation for sports and other uses
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US7578635B2 (en) * 2006-10-23 2009-08-25 Airfield Systems, L.L.C. Subsurface drainage system and method of installing the same
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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US11746476B2 (en) * 2019-11-25 2023-09-05 Capillary Concrete, Llc Subsurface irrigation system for a sports field

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EP3374567A1 (de) 2018-09-19
JP7252124B2 (ja) 2023-04-04
ES2932303T3 (es) 2023-01-17
DK3374567T3 (da) 2020-11-09
CN110214211A (zh) 2019-09-06
WO2018141321A1 (de) 2018-08-09
US20220112667A1 (en) 2022-04-14
AU2017396836A1 (en) 2019-08-08
CA3051716A1 (en) 2018-08-09
ES2827480T5 (es) 2024-03-26
EP3763876B1 (de) 2022-09-07
RU2019125972A (ru) 2021-03-02
EP3763876A1 (de) 2021-01-13
EP3374567B1 (de) 2020-08-05
DK3374567T4 (da) 2023-11-13
JP2020505532A (ja) 2020-02-20
ZA201905091B (en) 2022-12-21
EP3374567B2 (de) 2023-08-16
ES2827480T3 (es) 2021-05-21
RU2019125972A3 (de) 2021-03-02
CA3051716C (en) 2023-03-28
DK3763876T3 (da) 2022-11-21

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