EP0708863A1 - Structure d'une surface sur laquelle se deplacent des chevaux, notamment structure d'un terrain d'equitation, et son procede de fabrication - Google Patents

Structure d'une surface sur laquelle se deplacent des chevaux, notamment structure d'un terrain d'equitation, et son procede de fabrication

Info

Publication number
EP0708863A1
EP0708863A1 EP95919449A EP95919449A EP0708863A1 EP 0708863 A1 EP0708863 A1 EP 0708863A1 EP 95919449 A EP95919449 A EP 95919449A EP 95919449 A EP95919449 A EP 95919449A EP 0708863 A1 EP0708863 A1 EP 0708863A1
Authority
EP
European Patent Office
Prior art keywords
layer
grid plate
cells
structure according
floor
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.)
Withdrawn
Application number
EP95919449A
Other languages
German (de)
English (en)
Inventor
Norbert Funke
Ferdinand Leve
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.)
Funke Kunststoffe GmbH
Original Assignee
Funke Kunststoffe GmbH
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 Funke Kunststoffe GmbH filed Critical Funke Kunststoffe GmbH
Publication of EP0708863A1 publication Critical patent/EP0708863A1/fr
Withdrawn legal-status Critical Current

Links

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
    • E01C13/02—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 invention relates to a structure of a movement surface for horses, in particular a riding arena structure, in which a supporting, separating and footing layer is applied to a foundation, and a method for its production.
  • the movement area structure should also be suitable for paddocs, polo courts and the like.
  • a construction of a movement area for horses is known from DE 38 39 543 AI, the procedure being as follows: a drain mat is placed on a surface and a grid pattern is arranged on the drain mat. It consists of individual rectangular boxes, each with a side length of 625 mm and a partition height of 100 mm. The box-shaped grid elements are divided and reinforced on the inside by diagonally arranged partition walls. The vertical corner edges of the square grid elements are each joined together like a checkerboard. A grit made of porous lava stone is poured into the grid structure thus formed as a base layer, which ensures water flow. Then a cover layer is poured on.
  • a disadvantage is that the lava stone chips filled into the grid can only be compacted to a certain degree without losing their water-carrying properties. If such a movement surface built up with great effort is mounted, the fact that the grids are designed to be substantially larger than a horse's hoof results in the covering layer being mixed with the chippings and, as a result, in the clogging of the water guiding layer. In addition, the upper narrow surfaces of the side walls can be exposed, on which the horse can slide and injure itself, especially when jumping. In addition, normal grit is not suitable for the footing and is therefore avoided.
  • the structure has a building ground and a superstructure.
  • the building ground consists of a substructure, which may be provided with fillings. Any drainage that may be necessary is laid in the ground.
  • the separating layer has the task of having a water-removing and water-storing effect. It 5 is made of water-permeable mineral concrete or water-permeable asphalt. The footing is then applied to the separating layer. The separating layer made of concrete or bitumen tends to clog. This requires extensive cleaning. If this cleaning is no longer possible, a new set-up must be carried out. A riding arena constructed in this way is very expensive.
  • the invention is based on the object of specifying a construction of a movement area for horses, in particular the construction of a riding arena, and a method for its production which are simple and inexpensive and have a high level of stability, good water regulation ability and safe movement of the horses on the Allow movement area.
  • the object is achieved in a structure by the features of claim 1 and by a method according to claim 11.
  • the grid plate layer with the components of the footing material present in the cup elements takes on both the function of the base layer and that of the separating layer, the dimensions taking into account the size of the horse's hooves.
  • the filled grid plate layer is able to take on the function of a base layer.
  • Another and very important advantage is that the grid plate layer is water-permeable due to the openings. Together with the material present in the cells, it thus acts as a separating layer in such a way that it is permeable to water and drains off excess water.
  • the grid plate layer can be in one piece or be formed in several parts.
  • the base plate is manufactured in one piece with the openings and the cup elements above.
  • the base plate with the openings is produced and the individual cup elements are fastened thereon.
  • Metals, surface-coated or surface-refined metals, plastics or recycled plastics are suitable as materials for the production of the grid plate layer, also in combination.
  • the floor grid layer is frost-resistant. The openings in it are so large that they cannot tend to clog. Due to its configuration and other properties described, the
  • Bottom grid plate layer all requirements with regard to shear strength, that is to say a resistance to inclined forces which are exerted by the occurring hooves of the running and jumping horses.
  • cup elements increase the sure-footedness and the forces acting on the separating layer can be absorbed in such a way that the pedal layer does not slip on the separating and supporting layer. If a horse steps on such a superstructure with its hooves, the tread has shear strength compared to the separating and supporting layer.
  • the grid plate layer can be laid out directly on an essentially flat soil, which can be partially overgrown with grass. The grid plate layer ensures that the load is no longer transferred point-wise, but rather in terms of area, and thus counteracts compaction of the subsoil.
  • the apertured base layer with the cup elements is formed by the features of claim 2.
  • the cup elements can have a square or other polygonal, a round, an oval, an ellipsoidal and / or further prismatic shape; they can also partially enclose the openings, for example in an octagon with one side left open.
  • a very stable grid plate layer is designed, which can absorb high loads.
  • the floor openings are permeable to water, so that the composite floor grilles take over the function of the separating and supporting layer.
  • the cutouts prevent the horse's hoof from sliding on the exposed grid plate layer.
  • the cutouts at the top of the cells also have the effect that moisture stored inside the cells can spread outwards more easily.
  • the floor grilles are light, easy and quick to install (up to 40 m 2 per person per hour). This not only gives top sports clubs the opportunity to build a wing for entering moving horses, that is to say a riding arena or the like, that meets the highest and highest demands, but also rural riding clubs or private individuals.
  • each cell is at least partially provided with an elastic layer.
  • This elastic layer dampens the force emanating from the striking horse's hooves and has an elastic effect and is also non-slip.
  • the base plate of the base grid plate is at least partially provided with a second elastic layer. It is possible to apply both elastic layers on both sides of the individual cells. This ensures that the grid plate layer can be provided on one or both sides with an elastic layer. The formation of such elastic layers is particularly advantageous in jumping and dressage riding tournaments.
  • each floor grid plate is provided with connecting elements according to claim 7.
  • a recess can be made in at least every second inclusion angle on an outside formed by the walls which are at an angle to one another, the recess on the opposite outside forming a compatible T-shaped hooking element in the angle formed between two chamfered walls of the same cell row opposite, on the shoulder bevels are arranged.
  • the connecting elements enable a very simple and non-positive connection of the individual floor grid plates. The fact that two edge elements lie side by side increases the strength of the grid plate layer. On the other hand, the connecting elements designed in this way ensure that there is a closed and in particular flat grid plate layer.
  • sand layer on which the grid plate layer is arranged.
  • Filling sand or the like is suitable as sand (cf. corresponding DIN).
  • the sand is poured onto the flat, at least partially overgrown soil at a height of between 50 and 200 mm and then smoothed and leveled.
  • the sand and the bottom openings of the cells ensure a targeted drainage of the water reaching the footing. Is z. If, for example, a riding arena is built up at a point where a lot of water occurs, it is advantageous to use a somewhat thicker layer of sand. This makes it possible to derive and store the
  • a nonwoven web is laid out and / or the sand layer is applied as the building ground on a planarly planed and inclined surface of a subsurface, over which the grid plate layer and the footing layer are arranged.
  • a drainage device can be inserted into the underground in a known manner. Both measures, together with the specially designed grid plate layer, ensure targeted water absorption, drainage, storage and discharge via the drainage system to specially provided drainage shafts.
  • the method for solving the problem is characterized by the features of claim 10.
  • the advantages of the method according to the invention are in particular that the superstructure of a movement area reduced to just two layers.
  • the grid plate layer laid out on a substrate and the footing material applied thereon realize the base layer, the separating layer and the footing layer. Elaborate earthworks can be omitted.
  • a layer of sand between 50 mm and 250 mm can be applied to the subsoil of the building ground.
  • the footing material can be heaped up at a height of 80 mm to 130 mm, preferably about 100 mm, measured from the upper edge of the walls of the floor grid panels. Both the sand layer and the footing material can be leveled and leveled accordingly.
  • floor grating plates are known from EP 04 00 158 AI, US 4,621,942, DE 86 22 303 Ul, EP 51 69 957 AI. They have an essentially honeycomb-like configuration and consist of a multiplicity of chambers which have an opening at the bottom. Recesses are made on the side walls. The individual floor grille panels can be hooked together by connecting elements. However, they are designed as lawn grids only for greening areas, in particular on driveways, paths, parking spaces, roadsides, etc. The chambers of the lawn grids are not completely filled with soil and the area thus formed is sown with grass seeds. The upper edge of the side walls has the task of protecting the lawn growing in the chambers from being destroyed when entering the green area. Through the opening at the bottom, the lawn is able to get into the soil below. The recesses in the side walls allow grasses to grow from one chamber to another.
  • FIG. 1 shows a riding arena structure in a schematic side view
  • FIG. 2 shows a riding arena structure according to FIG. 1 with a water distribution representation
  • FIG. 3 shows a riding arena structure according to FIG. 2 in a schematic top view
  • FIG. 5 shows a section through a cell of a floor grating plate according to FIG. 3 along the line V-V
  • Fig. 6 shows a coated floor grid plate according to FIG. 3 in a schematic plan view
  • FIG. 7 shows a section through a cell of a floor grid plate according to FIG. 6 along the line VII-VII
  • 1 consists of a building base 50, above which a superstructure 60 is arranged.
  • the main component of the subsoil 50 is its subsurface 52.
  • a drainage device 54 can be installed in the subsurface 52. It consists of drainage pipes 54.1 and 54.2, which have a flushing shaft on one side and are connected on the other side by a collecting line 54.3, as shown in FIG. 3.
  • the manifold 54.3 opens into a manifold 54.4.
  • the details of the drainage device are constructed in a known manner, ie the drainage lines must have a certain gradient, at least 0.3%.
  • the drain trenches must be filled with water-permeable materials.
  • the subsurface 52 is given a surface 51 by leveling and the simultaneous application or introduction of a slope.
  • the slope of the surface 51 can have a gable roof, pent roof or hipped roof shape.
  • the surface 51 is arranged in the form of a gable roof, one or more drainage pipes 54.1 and 54.2 are arranged in the region of the side halves of the surface. It is possible to attach the drainage pipes 54.1 and 54.2 directly to the edges of the surface as shown. If a pent roof configuration is used, only one drainage pipe is to be installed on the slanted side of the pent roof-shaped surface. If the surface 51 is in the form of a hipped roof, the drainage pipes are arranged in a ring.
  • the superstructure is arranged on the surface 51.
  • a nonwoven web 53 can be placed on the surface 51.
  • This is a specially water-conducting and water-permeable fleece, which is known under the name GEOTEX. It separates the superstructure from the substructure.
  • a layer of sand 56 is then applied to the nonwoven web 53 or else directly to the surface 51. The fact that sand or another water-conducting material is used ensures that excess water can be removed.
  • the thickness of the abovementioned sand layer 56 depends on the building ground or on the material used or on the system. It is possible to dispense with the nonwoven web 53, the drainage and / or the sand layer 56 if the building ground 50 already has the appropriate properties.
  • a grid plate layer 63 is laid out on a base 50 prepared in this way.
  • floor grating plates 1 are used in a new way.
  • Each floor grid plate 1 according to FIGS. 4-7 is manufactured in one piece and consists of a large number of contiguous polygonal, ie, hexagonal cells 2 arranged in a honeycomb structure.
  • Each cell 2 has an approximately circular bottom opening 4 which can be surrounded by a collar 7 (see also FIGS. 5 and 7).
  • the collar 7 enables the formation of a water reservoir at the bottom 4 'of the cell 2 when the cells 2 are filled with a footing material.
  • the bottom grid plate 1 is preferably made of non-corroding and frost-resistant plastic.
  • the one-piece floor grid plate 1 can be connected to an adjacent floor grid plate by means of connecting elements, the connection elements being arranged on opposite sides of each floor grid plate 1 in such a way that hooking elements 9, 9 'are located on one side of the floor grid plate 1. are arranged, which engage in recesses 8 provided on the adjacent floor grid plate. If a hooking element 9 lies between two walls 5 which are inclined at certain angles of inclusion, the hooking element 9 is formed with corresponding bevels.
  • a plurality of pairs of interlocking elements 8, 9, 9 ' can be arranged in each floor grid plate 1 in each fastening direction on opposite sides of the plate.
  • the recesses 6 can, starting from a floor grid plate surface level n, be lowered to a depth t. The depth, the rounding, the width and the like can be adapted in accordance with the respective operating conditions.
  • the collar 7 can also be varied up to a height H, starting from the floor level B of the floor 4 '. The height of the collar is designed to be adapted to the respective water regulation conditions.
  • an elastic layer 10 can be applied to the floor grid plate surface level n according to FIGS. 6 and 7.
  • This can be a rubberized, plastic elastic or similar layer of a certain width and height. The dimensions and the elasticity of this elastic layer 10 depend on the particular load conditions that occur. It is also possible to apply a further elastic layer 10 below a base plate 6 of a lawn grating element 1.
  • the elastic layer 10 can either be designed similarly to the layer 11 already described or can be made softer or less elastic.
  • This layer 10 can be made more elastic in that, for. B. certain soft rubber, foam rubber and the like can be applied in a thickness which can be up to 50% of the height of the individual cells 2.
  • each wall 5 of each cell 2 is approximately 34 mm and the thickness of the walls is 3-5 mm, these good properties, in particular the high load-bearing capacity, can be achieved.
  • the length of the cell walls can vary between 31 mm and 65 mm. With a hexagonal honeycomb shape of the cells there are 2 distances from the cell wall to the opposite cell wall from 52 mm to 97 mm and from cell corner to the opposite cell corner from 60 to 115 mm and with a square honeycomb form distances from the cell wall to the opposite cell wall from 31 mm to 65 mm and from cell corner to the opposite cell corner from 44 mm to 63 mm. The variation of the individual values depends on the respective load conditions that occur and the sizes of the horse's hooves that are to be expected.
  • the footing material 61 is applied to the grid plate layer 63 and the cells 2 are filled with the footing material 61 (cf. FIG. 3). Depending on the type and intensity of use, the footing 62 has a thickness of 8-13 cm.
  • the footing material 61 usually consists of cf. HOFFMANN and WAGNER, as indicated above)
  • Places with pure sand covering are less shear-resistant (elastic) than mixtures of wood or plastic chips and tend to be dusty in dry weather.
  • Additives such as wood chips (softwood) or plastic materials serve to improve the resistance to treading and water retention (dust binding). - wood chips (with friction)
  • Pure wood chips are pleasant to prepare in the early years and hardly susceptible to dust, but are at risk of rotting after a few years.
  • wood aggregates wood chips, sawdust, wood shavings, gate shavings etc. come into question.
  • Wood chips are understood to mean the flat (1-2 mm thick), approx. 2-7 cm long and 0.5-3 cm wide wood particles suitable for riding arenas. Depending on the quality of the sand, the wood chips used and the type of use, the proportion is 10-50% by volume, with at least 50% coarser components (1-2 mm thick, 5-7 mm long) and a maximum of 25% finer parts (Coarse sawdust should be included.
  • tread shavings A special feature is long-fiber, coarse wood shavings (peeling shavings) that interlock well. This forms a over a relatively solid part of the footing 62 loose edition. However, such tread layers 62 are difficult to maintain.
  • recycling material e.g. B. plastic residues
  • recycling material e.g. B. plastic residues
  • the various components of the footing material 61 should be applied as premixed as possible, since the desired mixture does not result from the preparation or only after a very long time.
  • the grid plate layer thus formed takes on the function of a separating layer 65.
  • This separating layer 65 plays a special role in the construction of the layer sequence of the riding position. Due to its special design, it is permeable to water and able to remove excess water. Since the openings 4 have a diameter which is greater than or equal to the distance from one cell wall to the opposite, this separating layer 65 thus formed does not tend to clog the pores. With the underlying sand layer 56, it is possible to vary the conductivity and conductivity of the separating layer 65.
  • the grid plate layer 63 also takes over the function of a base layer 64.
  • the base layer 64 serves the footing layer 62 as a stable base. Thanks to its special training, it is permeable to water, is able to drain excess water and is frost-resistant. Their thickness and structure is determined by the height and design of the floor grid plates 1 so that they are largely independent of the load capacity of up to 100 t / m 3 Load-bearing capacity of the subsoil meets the prescribed requirements.
  • a superstructure 60 finished in this way has the advantage that when a horse's hoof 100 appears on the footing 62, as shown in particular in FIGS. 1 and 2, there is a force distribution 101 such that the footing 62 has the required shear strength against the obliquely acting forces and the hooves do not damage the base structure of the base layer 64.
  • the separating and supporting layer also have such a roughness that the footing 62 cannot slip on them.
  • Recesses 6 water-distributing. Through the nonwoven web 53 lying below the sand layer 56, the water 70 is fed in a very targeted manner to the individual drainage pipes 54.1 and 54.2 (cf. FIGS. 2 and 3).
  • This water regulation system 5 gives the floor grille a wider range of applications. It is achieved that the footing 62 is not over-moistened because of the incident Water, which proves to be superfluous, is immediately directed into the layers underneath down to the drainage pipes and then discharged into the individual collecting shafts.
  • the floor grid plates 1 that a certain uniform residual moisture is retained in the footing layer, so that the footing layer 62 is easy and safe to prepare.
  • explosive water required for moistening the footing 62 is used more uniformly and more economically. This makes the maintenance of the riding arena easier and cheaper.
  • a grid plate layer 63 with a footing layer 62 placed thereon can be applied even on a flat surface 52. If the underlying surface has appropriate water-removing properties, a riding arena can be produced with very simple means of use.
  • the grain size of the individual starting materials or the size of the wood additives can be varied depending on and in cooperation with the grid plate layer 63.
  • the composition, the grain size, the thickness of the elastic layers, the height H of the collar 7 and the depth t of the recesses 6 can be determined by simple tests. Even if the floor grid plate 1 has the optimal strength, laying and liquid sinking properties in its honeycomb structure, it is entirely possible to also include the floor grid plate a square, rectangular or round structure.
  • the cells 2 have the corresponding structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

L'invention concerne une structure d'une surface sur laquelle se déplacent des chevaux, notamment un terrain d'équitation, et son procédé de fabrication. Cette structure et ce procédé, simples et économiques, permettent d'obtenir une surface présentant une grande stabilité, une bonne capacité de régulation de l'eau et ne constituant pas de danger pour les chevaux lors de leur déplacement. A cet effet, une couche de plaques en treillis (63), composée de plaques de base en treillis (1) reliées entre elles, est disposée sur un sol de fondation (50). Ces plaques de base en treillis (1) se composent d'une pluralité de cellules contiguës, disposées en nid d'abeilles, comportant une ouverture pratiquée dans le sol d'obturation, le diamètre des parois des cellules correspondant approximativement au diamètre du sabot du cheval (100) et comportant des évidements disposés pratiquement au centre sur chaque bord supérieur des parois de chaque cellule. Un matériau (61) pour la couche de contact, appliqué sur et dans la couche de plaques en treillis (63), remplit les cellules et forme simultanément une couche de contact, de base et de séparation (62, 64, 65).
EP95919449A 1994-05-13 1995-05-12 Structure d'une surface sur laquelle se deplacent des chevaux, notamment structure d'un terrain d'equitation, et son procede de fabrication Withdrawn EP0708863A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4416943 1994-05-13
DE19944416943 DE4416943C2 (de) 1994-05-13 1994-05-13 Aufbau einer Bewegungsfläche für Pferde, insbesondere für einen Reitplatz
PCT/EP1995/001809 WO1995031606A1 (fr) 1994-05-13 1995-05-12 Structure d'une surface sur laquelle se deplacent des chevaux, notamment structure d'un terrain d'equitation, et son procede de fabrication

Publications (1)

Publication Number Publication Date
EP0708863A1 true EP0708863A1 (fr) 1996-05-01

Family

ID=6518089

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95919449A Withdrawn EP0708863A1 (fr) 1994-05-13 1995-05-12 Structure d'une surface sur laquelle se deplacent des chevaux, notamment structure d'un terrain d'equitation, et son procede de fabrication

Country Status (8)

Country Link
EP (1) EP0708863A1 (fr)
AU (1) AU2527395A (fr)
CZ (1) CZ328995A3 (fr)
DE (2) DE4416943C2 (fr)
HU (1) HUT74233A (fr)
PL (1) PL176888B1 (fr)
SK (1) SK164295A3 (fr)
WO (1) WO1995031606A1 (fr)

Families Citing this family (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2102460A1 (fr) * 1993-11-04 1995-05-05 James Paterson Izatt Terrain de sport prefabrique, portatif, en gazon naturel, pour l'interieur et l'exterieur
DE29618006U1 (de) * 1996-10-17 1997-02-06 Klaus Dammann Gmbh Reitplatz
DE29707887U1 (de) 1997-05-02 1998-09-03 Funke Kunststoffe Gmbh Schrägdachbegrünung
DE19720006C2 (de) * 1997-05-13 2002-06-13 Willibald Hergeth Bodenbelag und Decke für Sportplätze
DE19911409A1 (de) 1999-03-15 2000-09-21 Willibald Hergeth Bodenbelag, Decke und Verfahren zum Anlegen einer Grünfläche
DE10038534C2 (de) * 2000-08-08 2002-06-13 Alois Dold Unterbau für Sportplätze, insbesondere Reitplätze
DE10218647A1 (de) * 2002-04-25 2003-11-06 Peter Weiers Reitplatzabdichtung
DE10228014A1 (de) * 2002-06-22 2004-01-08 HÜBNER-LEE Ernst Hübner e.K. Trainingsplatz für Pferde
DE10229289A1 (de) * 2002-06-29 2004-01-29 Stäbler, Siegfried Wasserspeicher
EP1422344A1 (fr) * 2002-11-22 2004-05-26 Günter Seyrl Revêtement de sol et méthode de fabrication du revêtement de sol
NL1023301C2 (nl) * 2003-04-29 2004-11-01 Desseaux H Tapijtfab Sportvloer of gedeelte daarvan, alsmede een werkwijze voor het aanleggen van een dergelijke sportvloer.
FR2867790A1 (fr) * 2004-03-16 2005-09-23 Nag Sarl Surface artificielle adaptee a la realisation de pistes equestres
DE102005023413B4 (de) * 2005-05-21 2007-02-15 Willibald Hergeth Bodenplatte und Decke
WO2007100256A1 (fr) * 2006-03-01 2007-09-07 Oldroyd Systemer As Feuille profilee etanche a l'eau pour batiment et procede pour sa production
DE102007036005A1 (de) 2007-07-30 2008-10-23 Alois Dold Bodenbefestigungsplatte
WO2010020227A2 (fr) * 2008-08-18 2010-02-25 Purus Arzberg Gmbh Dalle de caillebotis à poser pour couches supérieures pour ongulés
DE102009037542B3 (de) * 2009-08-17 2011-02-24 Jürgen Quittmann Geotextiles Flächengebilde mit Wabenstruktur
DE202010008077U1 (de) * 2010-07-14 2011-11-14 Polywert Gmbh Tretschicht für Reitplatz
EP2607552A1 (fr) * 2011-12-22 2013-06-26 Econcore N.v. Elément d'évacuation d'eau et de retenue d'eau, notamment doté d'une structure en nid d'abeille
DE102012003102B4 (de) 2012-02-16 2018-07-19 ASground GmbH Allwettertrittschicht für Reitplätze sowie Reitplatzaufbau mit einer derartigen Allwettertrittschicht
FR3012824B1 (fr) * 2013-11-06 2021-05-28 Sport Int Dispositif de sol equestre comprenant des moyens de retention et/ou d'amortissement
CN104141270B (zh) * 2014-07-22 2016-04-13 东北大学 治理沥青路面车辙病害的强化结构件及路面施工工艺
DE102016204798A1 (de) * 2016-03-23 2017-09-28 Wolfgang Bacher Reitboden, Gitterstruktur zum Einbau in einen Reitboden und Verfahren zum Bau eines Reitbodens
CZ307746B6 (cs) * 2017-11-10 2019-04-10 ÄŚEGAN HOLDING, a.s. Konstrukční úprava drenážního elementu

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4111585A (en) * 1977-04-27 1978-09-05 Mascaro Thomas C Module and modular support for turfgrass and like areas
DE3839353C2 (de) * 1988-11-22 1994-03-03 Alois Dold Befestigung einer Reitanlage
DE58902303D1 (de) * 1989-05-12 1992-10-22 Norbert Funke Vorrichtung zur befestigung von rasenwegen.
DE9203706U1 (fr) * 1991-06-07 1992-05-07 Prestele, Eugen, 8900 Augsburg, De
US5256007A (en) * 1991-06-21 1993-10-26 Robert Imhoff Ground support system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9531606A1 *

Also Published As

Publication number Publication date
WO1995031606A1 (fr) 1995-11-23
CZ328995A3 (en) 1996-05-15
SK164295A3 (en) 1996-08-07
PL312581A1 (en) 1996-04-29
HUT74233A (en) 1996-11-28
DE4416943A1 (de) 1995-12-07
HU9600011D0 (en) 1996-03-28
PL176888B1 (pl) 1999-08-31
DE4416943C2 (de) 1997-01-23
DE29522213U1 (de) 2000-08-10
AU2527395A (en) 1995-12-05

Similar Documents

Publication Publication Date Title
EP0708863A1 (fr) Structure d'une surface sur laquelle se deplacent des chevaux, notamment structure d'un terrain d'equitation, et son procede de fabrication
EP3237682B1 (fr) Caillebotis perméable pour pavages
EP0576939A1 (fr) Elément de construction à usage multiple en plastique
EP3483340A1 (fr) Sols pour terrain d'équitation ou de sport et procédé de fabrication d'un sol pour terrain d'équitation ou de sport
EP2599916B1 (fr) Sol de terrain équestre ou de sport et procédé de fabrication de celui-ci
DE3839353C2 (de) Befestigung einer Reitanlage
EP2292841A2 (fr) Sol destiné aux activités équestres
EP2839733A1 (fr) Silo-couloirs
DE19720006A1 (de) Bodenbelag für Sportplätze
WO2012041298A1 (fr) Plaque de pose pour des surfaces utiles
EP1422344A1 (fr) Revêtement de sol et méthode de fabrication du revêtement de sol
EP0829592B1 (fr) Système pour réaliser des supports pour dalles de terrasses, balcons etc.
DE3133420A1 (de) Begrenzungselement
DE10038534C2 (de) Unterbau für Sportplätze, insbesondere Reitplätze
WO2003033818A1 (fr) Ensemble a fixer au sol
WO2002044474A1 (fr) Plaque-grille pour gazon
DE202012101724U1 (de) Kunststoff-Mehrzweckbauteil
DE3115691A1 (de) Mobiles pflanzelement
DE2063419C2 (de) Verfahren und Form zum Herstellen einer Bodenbefestigung aus Beton, insbesondere für Verkehrswege
DE19602414C2 (de) Vorrichtung zum Sammeln und Verrieseln von Oberflächenwasser
EP0860550A2 (fr) Dispositif de plantation d'arbres
DE10004763A1 (de) Verlegebett für Bodenfliesen
DE10118613A1 (de) Kunststein aus gebrochenen Natursteinen und damit Polyurethanbindung
EP1609927A2 (fr) Carreau pour revêtement de sol
EP1873311B1 (fr) Revêtement de chaussée

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LI LU MC NL PT SE

17P Request for examination filed

Effective date: 19960419

17Q First examination report despatched

Effective date: 19991027

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Withdrawal date: 20001115