The invention generally concerns road equipment and its installation.
More precisely, according to a first of its aspects, the invention concerns road equipment which, after having been put into service, is intended to cover a ditch and which has first and second main beams and a cover that has first and second parallel and opposite edges, the first and second main beams having respective first and second rabbets, respective first and second upright edges bordering the respective rabbets on the outside, and first and second horizontal flanges bordering the respective first and second upright edges on the outside, the main beams and the cover, in service, assuming definitive relative positions in which the cover is applied, by its first and second opposite edges, on the respective rabbets of the main beams arranged parallel to one another, and the main beams, in service, being buried in a layer of covering material extending over the flanges until its height hides the upright edges.
Road equipment of this type, although widely used for numerous years, poses considerable installation problems.
In effect, after having erected the parallel walls that delimit the ditch, it is necessary first to install side boards at regular intervals on the facing edges of the walls.
Then, quick-setting concrete pads are poured on each of the walls at the site of these side boards, so as to be able to level the upper surface of the walls.
After drying, the main beams are placed on the pads, and the cover is placed the main beams.
Each wall is then raised by another layer of concrete, so as to bury the base of the main beams.
A final layer of concrete or a layer of asphalt is then poured around the main beams, outside of the cover.
After drying, the cover is withdrawn, and the side boards and their holding elements are extracted.
Under these conditions, the installation of the known road elements is time-consuming and expensive.
The invention, which is situated in this context, aims to propose a road element whose installation, on the contrary, is rapid and simple.
For this purpose, the apparatus of the invention, includes main beams having respective first and second lower webs extending below the respective first and second rabbets, and which are at least drilled with respective first and second holes. This apparatus, before having been put in service, has an installation configuration in which it has at least a first bar passing through the respective first and second holes, which is attached to the first and second main beams and maintains the latter and a cover in fixed positions, and has at least three level-adjustment screws screwed into the flanges of the main beams and defining, for this apparatus configuration, a support polygon.
Preferably, this equipment has, in an installation configuration, a second bar, distant from the first bar, which passes through third and fourth holes respectively drilled in the first and second lower webs, which is attached to the first and second main beams, and which maintains the latter and the cover in fixed relative positions.
Each bar has, for example, first and second ends by which it is respectively attached to the first and second flanges by respective first and second attachment screws.
The flange and the rabbet of each main beam can be coplanar.
The road equipment of the invention can have a first pair of level-adjustment screws screwed in respective ends of the first flange, and a second pair of level-adjustment screws screwed in respective ends of the second flange.
For each attachment or adjustment screw engaged in a hole of a flange, a threaded sleeve can be inserted between the screw and the hole that receives it.
For each bar, this equipment can also include a holding bolt engaged in an opening of the cover and in a hole in this bar.
The equipment of the invention can moreover have carriers straddling the upright edge of each main beam and inserted between this main beam and the cover.
According to a second aspect, the invention relates to a process for installation of the apparatus over a cavity, in particular, a ditch delimited between first and second parallel walls. The process includes putting down the first and second main beams of the apparatus in an installation configuration on the first and second walls, the lower webs being inserted with slight play between the walls, manipulating the leveling screws to immobilize the cover at a predetermined level with respect to the walls, and depositing, on both sides of the main beams, a layer of covering material which covers the walls up to the lower webs, burying the leveling screws, and covering the flanges of the main beams until the material hides the upright edges.
This installation process itself advantageously includes, possibly after setting of the layer of covering material, detaching the cover from each bar and sawing off each bar in the vicinity of each lower web.
Other characteristics and advantages of the invention will emerge clearly from the description given for it in the following, in an indicative and nonlimiting way with reference to the appended drawings in which:
The invention relates to road apparatus which, after having been put in service, is intended to cover ditch K (
Each of main beams 1 and 2 (
In a known manner, and as shown in
Furthermore, in service, main beams 1 and 2 are buried in layer C of a covering material, such as concrete or asphalt, which extends over flanges 15 and 26 until its height hides respective upright edges 13 and 24 of main beams 1 and 2.
According to the invention, main beams 1 and 2 have respective lower webs 17 and 28 that extend below respective rabbets 11 and 22 and that are drilled with respective holes such as 171, 173, 282 and 284 (
Furthermore, the equipment according to the invention, before it is put in service, adopts an installation configuration that is represented in
Each bar passes through respective holes, namely 171 and 282 for bar 41 (
Finally, as shown in
For example, each of bars 41 and 42 has respective ends, such as 411, 412 for bar 41, and 421, 422 for bar 42, by which this bar is attached to flanges 15 and 26 by respective attachment screws.
Bar 41 is thus attached to flanges 15 and 26 by attachment screws 61 and 62, while bar 42 is attached to flanges 15 and 26 by attachment screws 71 and 72.
In order to facilitate attachment of each bar, it can be advisable, for each main beam and as shown in
In practice, this equipment preferably has two pairs of level-adjustment screws per cover 3 (
Screws 51 and 52 of the first pair of adjustment screws are screwed in respective ends 151 and 152 of flange 15 of the first main beam, and screws 53 and 54 of the second pair of adjustment screws are screwed in respective ends 261 and 262 of flange 26 of the second main beam.
In order to avoid having to thread flanges 15 and 26, it can be advantageous, as shown in
For each of bars 41 and 42 (
In order to dampen impacts during transport, the equipment of the invention can have carriers (
The equipment which is described can be installed very quickly and easily over a cavity delimited between parallel walls M1 and M2 (
The installation first includes an operation which consists of putting down main beams 1 and 2 of this equipment, in installation configuration, on respective walls M1 and M2.
The distance between the walls and the width of the cover are such that in the course of this operation, lower webs 17 and 28 are inserted with slight play between walls M1 and M2.
Leveling screws 51 to 54 are then individually screwed in or out or in order to fix cover 3 at a predetermined level with respect to walls M1 and M2.
After this operation, the equipment is completely stable on walls M1 and M2 and is fixed in such a way that cover 3 is horizontal or inclined according to a desired slope, and is at the desired height.
A layer of covering material, such as concrete or asphalt, can then be deposited on both sides of main beams 1 and 2, this material covering walls M1 and M2 up to lower webs 17 and 28, which block it and prevent it from falling into cavity K.
The material thus deposited buries leveling screws 51 to 54, and covers flanges 15 and 26 of main beams 1 and 2 until its height hides upright edges 13 and 24.
After drying of the layer of covering material, it is possible to detach cover 3 from bars 41 and 42 by unscrewing screws 91 and 92, and to saw off bars 41 and 42 in the vicinity of lower webs 17 and 28 of main beams 1 and 2.
Number | Date | Country | Kind |
---|---|---|---|
01 05502 | Apr 2001 | FR | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
---|---|---|---|---|
PCT/FR02/01414 | 4/24/2002 | WO | 00 | 3/23/2004 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO02/086247 | 10/31/2002 | WO | A |
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93 13 697 | Oct 1993 | DE |
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Number | Date | Country | |
---|---|---|---|
20040156678 A1 | Aug 2004 | US |