SK164295A3 - Structure for a walking surface for horses, in particular for a riding area and a method of producing the same - Google Patents

Abstract

The proposed walking surface for horses, in particular for riding areas, and the method of producing the same are simple and inexpensive, ensure strength and good water regulation and allow horses to walk safely. To that end, a lattice board layer (63) made of interconnected floor lattice boards (1) is laid on the foundation soil (50). The floor lattice boards (1) consist of a plurality of contiguous cells in a honeycomb structure. Each cell has a floor opening in a closure base, a cell wall diameter approximately equal to the diameter of a horse's hoof (100) and grooves situated approximately centrally on each upper edge of the cell walls of each cell. Tread layer material (61) which is applied to the lattice board layer (61) fills the cells and forms a layer which is simultaneously a tread layer, support layer and separation layer (62, 64, 65).

Description

Construction of the area for the movement of horses, especially riding area, and the way of its construction

Technical field

The invention relates to the construction of an area for the movement of horses, in particular a riding area, in which bearing, separating and tread layers are applied on a constructional basis. The invention further relates to a method of making this structure. The construction should be suitable for paddock, polo playground and so on.

BACKGROUND OF THE INVENTION

The construction of the riding area is known from German published patent application no. 38 39 543. The application is based on the laying of a drainage mat on which the grid is arranged. The grid consists of square partitions with a side length of 625 mm each and a partition height of 100 mm. The square screens of the grid are further divided inside and reinforced by diagonally arranged dividing walls. The vertical corner edges of the square elements of this grid are connected to each other in a chessboard fashion. The lattice grid formed in this way is then filled up to the upper edge with a pulp of porous lava, which ensures water drainage. The top layer is then poured on top.

The disadvantage is that the lava pulp can only be compacted to a certain extent if water is to be kept through the pulp. If, on such a high-cost riding area, horses run, also because the raster is considerably larger than the horse's hoof, the cover layer is mixed with the pulp, resulting in clogging of the pulp layer to drain the water. In addition, the upper narrow edges of the side walls of the grid can be exposed, where the horse, particularly when jumping, can be cut and injured. In addition, normal grit is not suitable for the wear layer and should therefore not come into the wear layer.

The construction of a horse or riding area is also evident from HOFFMANN, Gerlinde; WAGNER, Hans-Dietrich: Orientierungshilfen der Reitanlagen - und Stallbau, 5th edition, FN-Verlag der DEUTSCHEN REITERLICHEN VEREINIGUNG GmbH, Warendorf 1992, p. 125 - 134. The construction here consists of a foundation and superstructure. The base consists of a substrate, which is optionally provided with scattering. In principle, any drainage is stored.

Then the surface of the foundation is leveled and a slope is formed on it. A surface layer is then applied to the surface, a separating layer is applied to the surface layer and a tread layer is applied to the separating layer. The backing layer serves as a stable substrate. Since this carrier layer must be water permeable and frost-resistant, it is made of coarse gravel. The backing layer may be omitted if the base itself already meets the above requirements. The function of the separating layer is to drain and also store water. It is made of water-permeable mineral concrete, or water-permeable asphalt. A tread layer is then applied to the separating layer.

The separating layer of concrete or bitumen tends to clog. This requires costly cleaning. If this cleaning is no longer possible, the entire construction must be carried out again. The riding surface constructed in this way is therefore very expensive.

SUMMARY OF THE INVENTION It is an object of the present invention to provide such a structure for the movement of a horse, in particular a riding area, and a method of making it which is simple, cost-effective and ensures high stability, good water control properties and safe horse movement.

SUMMARY OF THE INVENTION

The problem is solved and the drawbacks of the known constructions are largely eliminated by the construction of a horse-riding area, in particular a riding area, in which the supporting, separating and tread layers are applied on a constructional basis. a layer of soil lattice slabs is laid on the foundation, consisting of a base plate equipped with bottom openings and prism cells arising on the base plate and surrounding in part the bottom openings whose diameter is greater than or equal to the clear width of a cell approximately 35 mm in diameter or more, wherein a tread material is placed on and in the soil grating layer, consisting of components known for riding areas, such as wood chips, sand or additive sand, which is also located in the cells and which, together with the soil grating layer at the same time it forms a wear layer, a carrier layer and a separating layer.

Advantageously, the layer is composed of soil lattice plates which consist of base plates provided with honeycomb and interconnected cells and lower openings, the diameter of the clear width of the cell approximately corresponding to the diameter of the horse's hoof.

The cell walls are preferably provided at the upper edge with approximately centrally located recesses and the cell walls are at least partially provided with a first elastic layer at the upper edge.

The lower openings in the base plate are preferably surrounded by a collar extending into the interior of the cell and the base plate is at least partially provided with a second resilient layer on its underside.

Furthermore, it is advantageous if the soil grate plate is provided with T-shaped connecting hooks extending from the outside of the soil grate plate, which is formed by cell walls and which are provided with arms directed towards the interior of the cells, and in the wall of the respective cell row. an opposing outer side of an adjacent soil grid plate is provided with a receiving recess that is compatible with the coupling hook.

The soil grate layer is preferably located on a sand layer which is part of the building foundation and the building foundation consists of a leveled and sloped substrate with a surface on which the fleece is deposited and / or a sand layer over or above which the filled layer is placed. Soil lattice plates.

In addition, it may be advantageous if a drainage device is provided in the substrate.

According to the invention, a method for producing a horse's movement surface is to lay on a building foundation a layer of soil grid plates formed by a base plate, in which the bottom openings are surrounded by at least partially cells, whereupon a tread material is applied to the soil grid plate layer.

The soil grate plates are laid on the building foundation and connected to each other by coupling the hooks to the receiving recesses.

It may be advantageous if a sand layer of 50 to 200 mm is applied to the building foundation substrate and the tread material is applied to the soil lattice layer at a height exceeding 60 to 130 mm above the top edge of the cell lattice cell walls.

In particular, the advantages achieved by the invention reside in the fact that the layer of soil grid plates together with the tread material present in the cells assumes both the function of the support layer and the function of the separating layer, the grid dimensions respecting the size of the horse hooves.

Due to its mechanical and constructional properties, the filled layer of soil lattice plates is able to take over the function of the support layer. Another very significant advantage is that the soil grid plate layer is permeable to water due to the lower openings. Thus, the layer, together with the tread material present in the cells, also assumes the function of the separating layer in the sense that it is permeable to water and drains excess water.

The layer of soil lattice plates can be one-piece or multi-piece. In a one-piece construction, the base plate with holes is made integrally with the cells on the base plate. In the case of a multi-piece construction, a base plate with holes is made to which individual cells are attached.

Suitable materials for the production of soil grating plates are metals, metals with surface layers or refined surfaces, plastics or recycled plastics, also in various combinations. The requirement is that the soil grate layer is frost resistant. The apertures are so large that they cannot be inclined to the soil grating panels because of the same characteristics described above, they meet all the requirements for shear resistance, i.e., the resistance to oblique forces caused by the impacting hooves of running and jumping horses.

clogging. The configuration layer and the other advantage is that due to the cells or cup elements the tread safety is increased and that the forces acting on the tread layer can be absorbed so that the tread layer does not cross the separating or supporting layer. When the horse steps with its hooves on the superstructure thus formed, the wear layer is shear-tight with respect to the separating layer and the supporting layer. A further very important advantage is that the layer of soil grilles can be laid directly on a substantially flat soil as a substrate, which can be partially covered with lawn. The layer of soil grilles ensures that the load is no longer transmitted to the subfloor, but rather flat, thus preventing the subfloor from being destroyed.

The cells or cup elements may also have a square or other polygonal shape or a circular, oval, elliptical and / or other prismatic shape in place of the hexagonal shape, and may also surround the lower opening only in part, e.g. deleted.

Due to the height of the individual cells and the length of their side walls, which is preferably about 34 mm (± 5 mm) at a wall thickness of preferably about 1.5 to 15 mm, a very stable layer of soil grating plates is achieved which can withstand high loads. The bottom openings are water-permeable, so that the soil lattice panels assembled to one another assume the function of a separating layer and a supporting layer. The recesses in the upper edges of the cell walls prevent the horse's hoof from slipping on the exposed layer of soil lattice plates. Moreover, these recesses have the effect that the moisture present inside the cells can be more easily spread.

Soil grids can be laid easily, easily and quickly at speeds of up to 40 m ² per person per hour. In this way, not only a top sports club but also a rural club or private individuals are given the opportunity to build up an area for the movement of horses, i.e. a riding area or the like, which will meet the highest and highest demands.

An advantage is also the regulation of the water permeability and the accumulation of water by the collars extending around the lower openings upwards into the interior of the cell. When the water falls on the tread layer, this water is directed downwards, it reaches the boundary layer below the base plate and is discharged through the bottom openings as excess water. Due to the collar, the height of which can be varied, water can be accumulated in this part of the individual cells. As a result, the moisture remaining in the wear layer can be controlled in a targeted manner.

Preferably, the upper edge of the walls of the individual cells is at least partially provided with a first resilient layer. This first elastic layer dampens the impact of the impacting horse hooves and has a spring effect. In addition, the first elastic layer counteracts sliding of the horse's hoof when the upper edge is exposed.

If a second resilient layer is located at least in part on the underside of the base plate, i.e. the resilient layers are located on both sides of the individual cells, the layer of soil grating plates is then provided with a resilient layer on both sides. The use of these flexible layers is particularly advantageous for jumps and dressage.

It is also advantageous if the individual soil lattice plates are provided with connecting means which allow very simple and firm interconnection of the soil lattice plates. Since the two side walls of the cells lie side by side, the strength of the layer of soil grating plates increases. In addition, the fasteners thus designed ensure that an integral and, in particular, a straight layer of soil grating panels is achieved.

Thus, the use of soil grate panels brings the following substantial advantages:

- expensive earthworks are eliminated;

- the laying of the soil lattice plates and the application of the tread layer can be carried out by yourself;

- the low weight of the soil grate panels of approximately 5 kg per square meter makes it easier and easier to lay them;

- reduction of total construction costs;

- versatility;

- reusability;

- an ideal combination of stability and the necessary flexibility;

- loads for joints that are close to natural loads;

- accumulation of water, ie less sprinkling in summer;

- good water management, ie less dustiness;

- high tread safety and shear resistance;

- weather resistance.

It is preferred that a sand layer is applied to the building base prior to the laying of the soil grid board layer, on which the soil grid board layer is then laid. Filling sand or the like is suitable for this purpose - see relevant standards.

The sand is poured on a level, at least partially covered soil to a height of between 50 and 200 mm and then leveled and smoothed. This sand and bottom openings in the cells ensure a targeted outflow of water that enters the wear layer. For example, if the riding area is built in a location where there is very much water, it is preferable to use a slightly thicker sand layer. This allows precisely targeted drainage and accumulation of water in the tread layer.

Furthermore, it is advantageous if a non-woven and / or sand layer is laid on the leveled and sloped base as a substrate, on which a layer of soil grating boards is laid and a tread layer is applied. In this case, a drainage device can be provided in a known manner. Both of these equipment, together with the described special design of the soil grid plate layer, ensure the controlled reception, conduction, accumulation and drainage of water through the drainage system to separate drainage wells.

The advantage of the method according to the invention is that the superstructure of the horse movement area is reduced to only two layers. The layer of soil lattice plates laid on the substrate and the layer of tread material applied thereto represent both the carrier layer and the separating and tread layer. Expensive earthworks may be omitted.

A sand layer between 50 and 250 mm in height may be applied to the subfloor. The tread layer material may be applied to a height of from 80 mm to 130 mm, preferably about 100 mm, measured from the upper edge of the walls of the soil grating panels. Both the sand layer and the tread layer material can be leveled and aligned accordingly.

It should be noted at this point that the soil grille panels themselves are known from EP 04 00 158 A1, US 4 621 942, DE 86 22 303 U1 and EP 51 69 957. These soil grille panels have essentially a honeycomb structure and consist of a plurality of cells in which the holes are formed in the bottom. Recesses are formed in the side walls. The individual soil grilles can be hooked together by means of connecting elements. However, these soil grilles are designed as grass grilles used for greening areas, especially at entrances and roads, in car parks, road edges and the like. The chambers of these grass grids are not completely filled with soil and the treated area is sown with grass seed. The task of the upper edges of the side walls is to protect the lawn growing in the chambers from being destroyed when walking or riding on such a surface. Holes in the bottom of the cells allow the lawn to grow into the soil beneath these grass grids. The recesses in the side walls allow the lawn to grow from one chamber to the other.

Overview of the drawings

BRIEF DESCRIPTION OF THE DRAWINGS The invention is further elucidated with reference to the accompanying drawings, in which:

FIG. 1 shows the structure of the riding area in a schematic side view,

FIG. 2 shows the structure of the riding area of FIG. 1 with a water distribution device,

FIG. 3 shows the structure of the riding area of FIG. 2 in a schematic plan view,

FIG. 4 is a schematic plan view of a soil grille;

FIG. 5 is a cross-sectional view of the lattice cell in the plane V-V of FIG. 4.

FIG. 6 shows the soil grid of FIG. 4 with a flexible layer in a schematic plan view, and

FIG. 7 is a cross-sectional view of the lattice cell in the plane VII-VII of FIG. 6th

DETAILED DESCRIPTION OF THE INVENTION

The structure of the riding area according to FIG. 1 consists of a building foundation 50 on which a superstructure 60 is located.

The main part of the building foundation 50 is its substrate 52. In this substrate 52, a drainage device 54 may be laid which consists of drainage pipes 54.1, 54.2, which on the one hand are equipped with a flushing shaft and on the other are connected by a manifold 54.3 such as This is apparent from FIG. 3. The manifold 54.3 opens into a manifold 54.4. The drainage device 54 is made in a known manner in its details, i.e. the drainage pipe must have a certain gradient, at least 0.3%. Trenches for drainage pipes must be filled with water-permeable materials. Subsequently, a surface 51 is formed on the substrate 52 by alignment, on which a slope is also formed. The slope of the surface 51 may in this case be gabled, in the form of a shed roof or a hip roof. If the surface 51 is in the form of a gable roof, one or more drainage pipes 54.1 and 54.2 are positioned in the region of the side halves of this surface 51. The drainage pipes 54.1, 54.2 are possible, as shown in FIG. 3, arranged directly at the edges of the surface 51. If a shed roof shape is used, it is sufficient to use only one drainage pipe on the lower side of the surface 51. When using a hipped roof shape for the surface 51, the drainage pipes are arranged annularly.

A superstructure 60 is disposed on the surface 51. A nonwoven 53 may be placed on the surface 51. This is a special water-conducting and permeable fleece known as GEOTEX. This web 53 separates the superstructure 60 from the building base 50. A sand layer 56 is then applied to the web 53 or directly to the surface 51. By using sand or other water-permeable material, it is ensured that excess water can be drained. The thickness of said sand layer 56 depends on the building base 50 or the material or system used. Optionally, the web 53, the drainage device and / or the sand layer 56 can be omitted if the building foundation 50 already has the corresponding properties.

A layer 63 of the soil grid plates 1 is deposited on the building foundation 50 thus prepared. The soil grid plates 1 are used here in a new way. The individual soil grilles 1 are shown in FIG. 4 to 7 are manufactured integrally and consist of a plurality of interconnected multilateral, i.e. hexagonal, cells 2, arranged as in a shell. In the base plate 2 of each of the cells 2 an approximately circular lower opening 4 is formed, which can be surrounded by a collar 4 - see FIG. 5 and 7. This collar 7 allows you to create a water reservoir in the bottom of 4 ¹ 2 cells when the cells are filled with 2 tread material.

When this water reservoir is overfilled, excess water flows through the collar 7 through the lower opening 4 into the lower sand layer 56. The soil grille 1 is preferably made of corrosion-resistant and frost-resistant plastic. An approximately semi-circular recess 6 is formed in the upper edge of each wall 5, which forms the cells 2, which serves both for distributing and draining excess water stored in the individual cells 2 and also contributes to stability or prevents slippage.

The one-piece soil grid plate 1 may be connected to the adjacent soil grid plate 1 by means of fasteners, the fasteners being located on opposite sides of each soil grid plate 1 so that the hooks 9, 9 are located on one side of the soil grid plate 1. If the coupling hook 9 is located between two walls 5 which are at an angle to one another, corresponding chamfers are formed on the coupling hook 9.

A plurality of pairs of receiving recesses 8 and connecting hooks 9, 9 'may be disposed on the soil grid plate 1 in each joining direction on opposite sides of the soil grid plate ¹ .

In FIG. 5 shows in detail the collar 7 which surrounds the lower opening 4, furthermore a semicircular recess 6 in the walls 5 and a recess 8 in the base plate 2 and in the adjacent 13 of the wall 5 into which the front part of the connecting hook 9, 9 can be inserted. ', so that they are interconnected with the adjacent soil grid i. In this case, the recesses 6 can extend to a depth t, starting from the level n of the upper surface of the soil grid plate 1. This depth, rounding, width and the like recesses 6 can be adapted to the conditions of use. Similarly, the height H of the collar 7 above the level B of the bottom 4 * can be varied. At the same time, the height H of the collar 7 adapts to the requirements for the regulation of the supply water.

The soil grille 1 thus described can be at the level n of its upper surface according to FIG. 7, a first elastic layer 11, which may be of rubber or elastic plastic, is applied and has a certain width and height. The dimensions and elasticity of the first elastic layer 11 are governed by the load ratios. Similarly, it is possible to place the second elastic layer 10 below the base plate 2 of the soil grid plate 1. This second elastic layer 10 may be made similar to the first elastic layer 11 described above, or may be more or less elastic. More flexible, the second elastic layer 10 may be formed such as, for example, by a suitable soft rubber, foam rubber or the like, which is applied at a thickness of up to 50% of the height of the individual cells 2.

From the soil lattice plates 1 thus formed, by hooking the connecting hooks 9, 9 'into the receiving recesses 8, a layer 63 of the soil lattice plates 1, as shown in FIG. 1 and 2. Soil lattice plates 1 can be laid simply and quickly at a speed of up to 40 m m per person per hour. In addition, the soil lattice plates 1 are stable and can be loaded up to 100 tonnes per square meter. These good properties, in particular the high loadability, are achieved because the height and length of the individual walls 5 of the individual cells 2 is approximately 34 mm and the wall thickness 5 is 3 to 5 mm. It is, of course, possible to select other dimensions and / or thickness of the walls 5 of the cell 2. The length of the walls 5 of the cell can be in the range of 31 to 65 mm. With the hexagonal honeycomb shape of the cells 2, a distance of 52 to 97 mm results from one to the opposite wall 5 of the cell 2, with a distance from one to the opposite corner of 60 to 115 mm. In the square honeycomb cell 2, the distance from one to the opposite wall 5 of the cell 2 is 31 to 65 mm and the distance from one to the opposite corner 44 to 63 mm. The size of each dimension can be varied depending on the load ratios given and the size of the horse hooves expected.

A tread material 61 is applied to the layer 63 of the soil lattice plates 1, which also fills the cells 2 - see FIG. 3. The wear layer 62 has a thickness of 8 to 13 cm, depending on the type and intensity of use of the riding area. As a rule, the tread material 61 has the following composition - see above Hoffmann und Wagner:

- Sand

Riding surfaces with a blanket of clean sand are less shear-resistant (resilient) compared to wood or plastic shreds and have an increased susceptibility to dustiness in dry weather.

- Sand with ingredients

Additives such as wood chips (softwood) or plastic materials serve to increase the tread strength and improve water retention, thereby reducing dustiness.

- Wood chips (with friction additive)

Pure wood chips are pleasant in the first few years, easy to prepare and have little tendency to dust, but after a few years they are endangered by rotting.

The choice of the composition of the tread material 61 should take into account the center of gravity of the riding area, which should be harder for jumps and riding, and slightly softer for dressage and vaulter. These properties can be varied by the sand used and the proportion of additives.

The use of suitable sand is essential! River sands, or washed river sands, with a grain size of approximately 0/3 are recommended, preferably with a small proportion of zero components, i.e. clay, clay and a grain component with a grain size at the sludge level. In determining the suitability of the sand, in addition to the size, shape and surface of the grains, the grain size distribution is primarily examined.

With regard to wood additives, wood chips, sawdust, splinters, lengthwise sawdust and the like are suitable. Wood chips for riding are understood to be flat wood particles with a thickness of 1 to 2 mm, a length of approximately 2 to 7 cm and a width of 0.5 to 3 cm. The proportion of wood additives is 10 to 50% by volume, depending on the quality of the sand, the wood additives used and the type of use of the riding area, with at least 50% of the wood additives (1 to 2 mm thick, 5 to 7 mm long) and at most 25% of the finer component (coarse sawdust).

A special case is the long-fiber coarse shavings that connect well to each other. Thus, a looser layer is formed above the relatively solid portion of the tread layer 62. However, such tread layers 62 are difficult to maintain.

Alternatively, recycled materials such as plastic residues can also be used in a known manner.

The individual components of the tread material 61 should be applied already well mixed, since the necessary mixing with horse hooves will never be achieved or after a very long time.

By folding the soil grids 1 into a layer 63, the cells 2 of which are subsequently filled with tread material 61, the soil grids 1 layer 63 thus formed assumes the function of a separating layer 65. Due to its special design, the separating layer 65 is permeable to water and is capable of draining excess water. Since the lower openings 4 have a diameter which is greater than or equal to the distance from one wall 5 to the opposite wall 5 of the cell 2, the separating layer 65 thus formed does not tend to clog. The removal of water through the separating layer 65 can furthermore be controlled by the sand layer 56 located below it.

The layer 63 of the soil lattice plates 1, the cells 2 of which are filled with this tread material 61 when applying the tread material 61, additionally assumes the function of the backing layer 64, which serves as a solid support for the tread layer 62. water and is capable of draining excess water. In addition, the carrier layer 64 is frost-resistant. The thickness and construction of the backing layer 64 is determined by the height and design of the soil grating plates 1 such that the backing layer 64 has a load-bearing capacity of up to 100 tons / m 2, independently of the load-bearing capacity of the substrate.

It is also possible that the layer 63 of the soil grating panels 1, depending on the components of the tread material 61 located thereon, assume both the function of the support layer 64 and the function of the separating layer 65. The riding surface thus obtained obtains particularly good properties. carrying capacity. In addition, this will significantly reduce the cost of constructing the riding area.

The superstructure 60 thus produced has the advantage that, when the horse's hoof 100 is stepped on the tread layer 62 shown in FIG. 1 and 2, a force distribution of 101 will occur such that the wear layer 62 is, as required, sufficiently shear resistant to oblique forces and the horse's hoof 100 does not damage the base structure of the support layer 64. The separation layer 65 and the support layer 64 are so harsh that the wear layer 62 cannot slip after them.

Another very significant advantage is that the water 70 passes through the tread layer 62 into the cells 2 of the layer 63 of the soil grating plates 1, which are filled with suitable material, especially the tread material 61. The lower openings 4 in the individual cells 2 serve as drainage of this water 70 wherein the collars 7 act as reservoirs of water 70 and recesses 6 distribute the water 70. Through the web 53, which is located under the sand layer 56, the water 70 is then directed to the individual drain pipes 54.1, 54.2 - see FIG. 2 and 3. Due to this water control system 70, the soil grid 1 acquires other fields of application. It is ensured that the tread layer 62 is not too damp, since the water 70 which proves to be excess is immediately drained to the lower layers and to the drain pipes 54.1, 54.2 from where it is discharged into the individual collecting shafts 54.4.

In addition, the soil grating plates 1 ensure that a certain residual moisture is retained in the tread layer 62, so that the tread layer can be easily and reliably treated. In addition, this saves water which is otherwise necessary for the sprinkling of the riding area. This will make the riding area easier and cheaper.

A layer 63 of the soil lattice plates 1 with the tread layer 62 applied thereto can already be laid on a flat substrate 52. If the substrate 52 has sufficient water drainage capacity 70, the riding surface can be made by very simple means.

It is also essential that by applying the elastic layers 10 and 11 together with the layer 63 of the soil grille panels 1, it is possible to substantially increase or change the quality of the riding area.

In addition, the grain size of the individual materials used or the size of the wood additives can be varied depending on and in cooperation with the layer 63 of the soil lattice plates 1. The composition, the grain size, the thickness of the elastic layers 10, 11, the height of the collar 7 and the depth t of the recesses 6 can be selected by simple experiments. While the honeycomb structure grid 1 has optimum strength, water laying and drainage properties 70, it is, of course, also possible to provide the grid 1 with a square, rectangular or ring structure. The cells 2 then have the corresponding shape.

Claims (14)

Construction of an area for the movement of horses, in particular of a riding area, in which bearing, separating and tread layers are applied on a building base, characterized in that a soil lattice layer (63) is deposited on the building foundation (50) plates (1), which consists of a base plate (3) provided with lower openings (4) and prism cells (2) arising on this base plate (3) and surrounding in part the lower openings (4) the diameter of which is greater than or equal to equal to the clear width of the cell (2) having a diameter of about 35 mm or more, with and on the layer (63) of the soil grille plates (1) a tread material (61) consisting of components known for riding areas such as wood chips, sand or sand with additives, which is also located in the cells (2) and which together with the layer (63) of the soil lattice plates (1) simultaneously form a wear layer (62), bearing a layer (64) and a separating layer (65). Structure according to claim 1, characterized in that the layer (63) is composed of soil grating plates (1), which consist of base plates (3) equipped with honeycombly arranged and interconnected cells (2) and bottom openings (4) wherein the diameter of the clear width of the cell (2) approximately corresponds to the diameter of the horse's hoof (100). Construction according to claim 2, characterized in that the walls (5) of the cells (2) are provided at the upper edge with approximately recess (6) located in the middle. Construction according to claim 2 or 3, characterized in that the walls (5) of the cells (2) are at least partially provided with a first elastic layer (11) at the upper edge. Construction according to one of Claims 1 to 4, characterized in that the lower openings (4) in the base plate (3) are surrounded by collars (7) extending into the interior of the cells (2). Construction according to one of claims 1 to 5, characterized in that the base plate (3) is at least partially provided with a second elastic layer (10) on its underside. Construction according to one of Claims 1 to 6, characterized in that the soil grid (1) is provided with T-shaped connecting hooks (9, 9 ') extending from the outside of the soil grid (1), which is formed by the walls (5) of the cells (2), and which are provided with an arm facing the inner space of the cells (2), wherein a storage space is formed in the wall (5) of the respective row of cells (2) opposite the adjacent soil grid plate (1). a recess (8) which is compatible with the coupling hook (9, 9 '). A structure according to any one of claims 1 to 7, characterized in that the layer (63) of the soil grid plates (1) is located on a sand layer (56) which is part of the building base (50). Construction according to one of Claims 1 to 8, characterized in that the building base (50) consists of a leveled and sloped base (52) with a surface (51) on which the fleece (53) and / or the sand layer is deposited. (56), over which the filled layer (63) of the soil lattice plates (1) is located, respectively. Construction according to one of Claims 1 to 9, characterized in that a drainage device (54) is arranged in the substrate (52). Method for producing an equine movement surface according to claim 1 and optionally further claims 2 to 10, characterized in that a layer (63) of soil grille plates (1) formed by the base plate (3) is deposited on the building base (50), in which wherein the lower openings (4) are surrounded at least partially by the cells (2), whereupon a tread material (61) is applied to the layer (63) of the soil lattice plates (1). Method according to claim 11, characterized in that the soil lattice plates (1) are laid on the building base (50) and connected to each other by coupling the connecting hooks (9, 9 ') to the receiving recesses (8). Method according to claim 8, 11 or 12, characterized in that a sand layer (56) of a height of 50 to 200 mm is applied to the substrate (52) of the building base (50). Method according to one of Claims 10 to 12, characterized in that the tread material (61) is applied to the layer (63) of the soil grille plates (1) at a height exceeding ο 60 to 130 mm of the level (n) of the upper edge of the walls (1). 5) cells (2) of the soil lattice plates (1).