Structural element for forming a ground covering

Abstract

A structural element for forming a ground covering, in particular in an outdoor area, including a rectangular tile. A molded-on portion which is made of a plastic material and runs around the edge of the tile like a frame is preferably injection-molded and/or foamed onto the tile.

Claims

1. A structural element for forming a ground covering, comprising: a rectangular slab made of stoneware, glass or metal; and a molded-on formation of a plastic material that borders an edge of the slab in a frame-like manner, wherein the molded-on formation frames an area of an underside of the slab that is free from formations or, apart from at least one gating strand and/or webs projecting inwardly from the molded-on formation, the area of the underside is free from formations.

2. The structural element according to claim 1, wherein the molded-on formation is injection-molded and/or foamed onto the slab.

3. The structural element according to claim 1, wherein the slab is fine stoneware.

4. The structural element according to claim 1, wherein the molded-on formation comprises a cover portion that covers a slab edge area in a bordering manner to form half a joint filling.

5. The structural element according to claim 1, wherein the molded-on formation comprises devices for connecting additional of the structural elements to one another at the edges.

6. The structural element according to claim 5, wherein the connecting devices comprise elements for plug-in connection in a vertical or horizontal direction of insertion.

7. The structural element according to claim 5, wherein the molded-on formation comprises a portion that projects downward beyond an underside of the slab.

8. The structural element according to claim 7, wherein the connecting devices are formed by the portion of the molded-on formation that projects beyond the underside of the slab.

9. The structural element according to claim 7, wherein the portion of the molded-on formation projecting beyond the underside of the slab has on two edge sides of the slab that are perpendicular to one another a connecting strip with insertion holes and, on the two other edge sides of the slab, insertion lugs arranged under the slab.

10. The structural element according to claim 7, wherein the portion projecting beyond the underside of the slab projects approximately 5 to 10 mm.

11. The structural element according to claim 10, wherein the portion projects 8 mm.

12. The structural element according to claim 1, wherein the slab has a thickness of >10 mm.

13. The structural element according to claim 12, wherein the thickness is >20 mm.

Description

BRIEF DESCRIPTION OF THE DRAWING

(1) The invention is further explained below on the basis of exemplary embodiments and the accompanying drawings relating to these exemplary embodiments, in which:

(2) FIG. 1 shows a structural element according to the invention in a plan view,

(3) FIG. 2 shows the structural element according to the invention from FIG. 1 in a sectional side view,

(4) FIG. 3 shows the structural element from FIG. 1 in a partial view from below, and

(5) FIG. 4 shows a second exemplary embodiment of a structural element according to the invention in a partial view from below, and

(6) FIGS. 5 to 7 show a third exemplary embodiment of a structural element according to the invention in various views.

DETAILED DESCRIPTION OF THE INVENTION

(7) A structural element represented in plan view in FIG. 1 for forming a ground covering, for example in an outdoor area exposed to weathering, comprises a slab 1, which in the example shown consists of fine stoneware and has a thickness of 20 mm. The edge side length of the square slab is 60 cm.

(8) The slab 1 is connected to a molded-on formation 2, which is formed bordering the edge of the slab in a frame-like manner, has been injection-molded onto the slab 1 in a mold (not shown) and in the example shown consists of polyurethane (PU). In the course of the molding-on and foaming-on, a material-bonding connection is produced between the slab 1 and the molded-on formation 2.

(9) As FIG. 1 to 3 reveal, the frame-like bordering molded-on formation 2 comprises a portion 3, which projects downward beyond the underside of the slab 1, and a portion 4, which forms a cover bordering the edge area of the slab 1, the thickness of which corresponds to half a joint width.

(10) While the portion 4 forming the bordering cover therefore serves for the formation of a joint filling, devices for connecting such structural elements to one another are formed by the portion 3 projecting downward beyond the underside of the slab 1. As such devices, the portion has respectively on two edge sides of the slab 1 that are perpendicular to one another a frame leg 10 with a connecting strip 5 protruding beyond the edge of the slab a row of insertion holes 6 extending in the longitudinal direction of the strip. On the two other edge sides of the slab 1 that are perpendicular to one another, frame legs 11 with insertion lugs 7 are formed by the downwardly projecting portion 3 in a way corresponding to the insertion holes 6.

(11) On the edge sides of the base plate 1 having the connecting strips 5, the cover formed by the portion 4 has recesses 8 and, on the other edge sides, protuberances 9.

(12) In the laying of the structural element, the portion 3 of the molded-on formation 2 that projects beyond the underside and forms the frame legs 10 and 11 on sides of the slab that are respectively perpendicular to one another lies with a frame-like, planar underside 12 on an underlying base.

(13) The underlying base may be a concrete base. In this case, the slab maintains a distance from the underlying base, so that loads on top are transferred from the slab to the underlying base by way of the molded-on formation 2 alone.

(14) Alternatively, the underlying base may comprise a layer of sand and/or chippings. In an uncompacted uppermost layer of sand or chippings, the structural element sinks in slightly with the projecting portion 3 of the molded-on formation 2, until the slab 1, comes to lie on the uppermost layer. Loads are therefore transferred not only by way of the molded-on formation 2 but also directly from the slab 1 to the underlying base.

(15) For the formation of a ground covering, the structural elements are hooked vertically to one another at the edges, the insertion lugs 7 penetrating into the insertion holes 2 to establish a frictional connection. It goes without saying that an interlocking snap-in connection can also be produced by the insertion holes and lugs. This connection between the structural elements gives the ground covering that is formed great stability.

(16) In the interconnected assembly, the portion 4 of the molded-on formation 2 of each structural element forms half a joint filling. A uniform joint pattern is obtained by the portions 4 of adjacent structural elements lying directly against one another. The recesses 8 and protuberances 9 ensure that the structural elements of the covering are not offset vertically.

(17) In the case of the exemplary embodiment shown in FIG. 1 to 3, a gating point (not shown) is formed directly on the frame-like molded-on formation 2. In the case of the exemplary embodiment from FIG. 4, a gating point 13 is arranged away from the frame-like molded-on formation 2. From the gating point 13, a gating strand 14 connected to the slab 1 extends to the frame part 10 having the insertion holes 6 in the connecting strip 5.

(18) As a further difference from the exemplary embodiment from FIGS. 1 to 3, the molded-on formation 2 respectively has in the corner regions a widening 15, which advantageously reduces the surface pressure in the corner regions.

(19) In the case of an exemplary embodiment shown in FIGS. 5 to 7, also molded on a slab 1 and a frame-like molded-on formation 2 are webs 16, which extend inward from mutually opposite frame legs of the molded-on formation 2 and respectively end freely. The width of the webs 16 aligned in relation to one another in the example concerned is significantly less than the width of the frame legs. In the example, the webs 16 coincide with the molded-on formation 2 in their height projecting from the slab 1. A gating web perpendicular to the webs 16 is denoted by 14.

(20) The webs advantageously counteract horizontal displacement of the structural elements, in particular on a loose underlying base.