EP2213798B1 - Pavé et surface de circulation dotée de pavés - Google Patents

Pavé et surface de circulation dotée de pavés Download PDF

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Publication number
EP2213798B1
EP2213798B1 EP09007042.6A EP09007042A EP2213798B1 EP 2213798 B1 EP2213798 B1 EP 2213798B1 EP 09007042 A EP09007042 A EP 09007042A EP 2213798 B1 EP2213798 B1 EP 2213798B1
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EP
European Patent Office
Prior art keywords
moulded block
edge
upper side
moulded
water
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.)
Not-in-force
Application number
EP09007042.6A
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German (de)
English (en)
Other versions
EP2213798A2 (fr
EP2213798A3 (fr
Inventor
Ansgar Dipl.-Ing. Kaller
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.)
Keller Ansgar Dipl-Ing
Original Assignee
Keller Ansgar Dipl-Ing
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Publication date
Application filed by Keller Ansgar Dipl-Ing filed Critical Keller Ansgar Dipl-Ing
Publication of EP2213798A2 publication Critical patent/EP2213798A2/fr
Publication of EP2213798A3 publication Critical patent/EP2213798A3/fr
Application granted granted Critical
Publication of EP2213798B1 publication Critical patent/EP2213798B1/fr
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Anticipated expiration legal-status Critical

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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
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/228—Gutters for porous pavings
    • 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
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/229—Shallow gutters, i.e. gutters forming a minor pothole

Definitions

  • the invention relates to a shaped brick for bordering a traffic area according to the preamble of claim 1. Furthermore, the invention relates to a traffic area according to the preamble of claim 11
  • asphalt As a material for the surface of traffic areas, such. As roads, asphalt is commonly used. Conventional asphalt is impermeable to water, so that accumulating surface water, eg. As precipitation, on an asphalt surface can only run off or, if wells are present in these collects and, for example, leads to unwanted aquaplaning. On the asphalt surface moving vehicles also generate annoying road noise.
  • a so-called sealing layer of substantially water-impermeable material is arranged below the drainage layer.
  • the surface water collects on this sealing layer and is then discharged to lateral edges of the traffic area in laterally extending gutters.
  • the gutters usually have lateral inlet openings, which are arranged approximately at the level of the lower edge of the drainage layer, so that the water can enter directly into the gutters laterally.
  • a serious problem in this solution is a contamination of both the drainage layer and the lateral running gutters.
  • the directly laterally adjacent to the open-pored asphalt inlet openings are often clogged and can be cleaned again only with great effort.
  • the number and size of the inlet openings is limited, particularly large amounts of precipitation can not be discharged through the inlet openings in a reasonable time, so that the drainage layer can not serve its purpose, and collects surface water on the traffic area.
  • JP 07 292 757 A is a shaped block for enclosing a traffic area known with surface elements and elongated recesses for the lateral discharge of surface water with the features of the preamble of claim 1.
  • the JP 2007 146 653 A relates to a molded block, which is designed as a hollow body for receiving us discharge of surface water, with filled with a porous material wells for lateral water discharge are available.
  • the US 2 354 994 A discloses a molded block with grooves for discharging surface water from a traffic area into a curb.
  • the molded block is used for bordering a traffic area, in particular a traffic area with a cover layer with open-pored asphalt, and has a molded block body with two opposite sides of the molded stone, one Formstone bottom for installation on a substrate and a molded stone top, wherein the molded stone on the upper side are associated with respect to the top of the molded stone protruding surface elements. Between the surface elements, at least one recess which projects back relative to the surface elements for receiving and discharging surface water is arranged in a preferably substantially lateral direction.
  • the molded block is preferably used for forwarding laterally absorbed water and for lateral discharge of the same with the aid of appropriately trained recesses, which are each arranged in the area between surface elements.
  • the invention has for its object to improve the drainage and self-cleaning in a traffic area with a top layer of open-pored asphalt, in particular to provide a traffic area with improved properties for the discharge of water and / or sound insulation.
  • a shaped block is characterized by the features of claim 1.
  • the surface elements are identical.
  • several surface elements are arranged next to one another.
  • the surface elements are aligned in the same direction.
  • the surface elements are furthermore preferably arranged in a row, in particular with a regular spacing from one another and / or substantially equally wide recesses between them. Due to the identical design and rectified alignment or arrangement in a row a simple structure of the molded block is guaranteed. Preferably, all surface elements are formed consistently.
  • the at least one recess has approximately the same depth as the height of the surface elements. Accordingly, the at least one recess preferably extends from the top of the surface element down to the top of the molded block. This ensures that surface water flowing in laterally from the sides of the molded block top of the molded block is taken up by the cutouts can be and essentially forwarded to the height of the stone surface.
  • the surface elements are accordingly separated from each other by the recesses.
  • the at least one recess has a slope inclination with respect to the shaped stone underside, preferably substantially perpendicular to the longitudinal extent of the molded block.
  • this ensures that surface water in the recess can flow away to a particularly lower side part.
  • the at least one recess also extends into the region of the first molded stone longitudinal side and / or the second molded stone longitudinal side.
  • the recess breaks through the first and / or second molded stone longitudinal side in the edge region. This has the advantage that surface water can flow directly laterally into the at least one recess.
  • the second shaped stone longitudinal side is preferably arranged opposite the first molded stone longitudinal side.
  • At least one of the recesses is arranged continuously extending between the two sides of the molded stone.
  • the surface water can be diverted from one shaped stone longitudinal side to an opposite molded stone longitudinal side.
  • the at least one recess has a substantially constant depth or a depth increasing or decreasing uniformly in one direction.
  • the surface water can flow away, without accumulating, for example, in depressions or before elevations within the recess.
  • At least one of the recesses is arranged substantially perpendicular to the longitudinal axis of the molded block body and / or perpendicular to at least one of the shaped stone longitudinal sides. This ensures that the surface water on the shortest possible way and in particular hindemisein between the two longitudinal sides of the block is conductive.
  • the soles or the bottoms of a plurality of recesses essentially extend in a common, in particular an imaginary derivation plane.
  • the discharge plane of the molded block top side corresponds. Since the soles of the recesses are each essentially the lowest-lying regions of the recesses, surface water present in the recesses will be able to be distributed uniformly therein, and if necessary, flow off in the direction of a gradient.
  • the surface elements have a substantially planar top surface.
  • an adaptation to the traffic area is created, to the edge of which the molding stone is used.
  • the upper element side is formed well passable.
  • the element tops preferably all surface elements are arranged substantially parallel to each other.
  • the element upper sides, preferably of all surface elements, are preferably arranged substantially in a common surface plane.
  • the molded block has a substantially flat top, which is interrupted only by the recesses. This ensures both a substantially level connection to a usually also flat traffic area and also good trafficability.
  • the surface elements have a slightly inclined to the top of the molded stone arranged element top.
  • the surface water impinging thereon is diverted in a likewise lateral direction since the inclination runs in the same direction as that of the shaped stone top side.
  • the inclination of the element top provides for a connection to laterally adjacent to the stone deeper arranged areas of the traffic area.
  • a drainage edge for the lateral discharge of surface water is preferably arranged.
  • the drainage edge extends in particular over the entire length of the side edge and is preferably rounded, so that a rounded transition between the molded stone longitudinal side and the molded stone top arises. This ensures in each case that the surface water is discharged on the upper side of the shaped block, in particular in one of the recesses thereof, via a lateral outflow edge in the region of a molded stone longitudinal side, from where it can run, for example, into a laterally arranged trough.
  • the tires are protected by vehicles that run over the rounded edges, as well as a deposit of dirt is minimized.
  • an inflow edge for the lateral supply of surface water is arranged.
  • This inflow edge is preferably located at the level of the soles of the recesses, so that it is optionally interrupted in sections by the towering surface elements.
  • a drainage edge for the lateral discharge of surface water is arranged in the region of a side edge between the first lateral shaped stone longitudinal side and the molded stone upper side.
  • the outflow edge preferably extends over the entire length of the molded stone longitudinal edge.
  • the outflow edge is preferably formed rounded, so that in particular a drainage of the surface water is ensured.
  • an inflow edge is arranged for the lateral supply or intake of surface water.
  • the inflow edge has no or almost no rounding. This is preferably an inflow of Ensured surface water on the molded stone top.
  • the Inflow edge is interrupted by the surface elements facing it.
  • the surface elements have an elongated shape.
  • the oblong shape can be seen in particular in a plan view of the respective surface element, so that the surface element is shorter in a transverse direction than in a longitudinal direction.
  • the surface elements are arranged at least in part substantially transversely to the longitudinal extent of the molded body. Thus, surface water in the recesses along the surface elements in the lateral direction is passed.
  • one of the element side surfaces is arranged at least almost flush with the end edge and thus preferably also with the surface element.
  • the entire side surface of the surface element and the molded block body can be more or less flush, in particular laterally applied to an adjacent surface such as a traffic area.
  • all surface elements preferably have the same cross-sectional height.
  • a cross-sectional height or distance between the top surface of the element and the molded block top is called.
  • a uniform surface of the block is created, which is particularly suitable for driving on vehicles.
  • the element upper side and / or the at least one recess is arranged inclined relative to the molded block top side, in particular sloping in the direction of the outflow edge.
  • a lateral discharge of surface water is ensured, as well as an adaptation to different heights of the left side or right side arranged next to the stone surfaces, such as on the one hand the traffic area and on the other hand, a trough or trough.
  • the upper side of the element is substantially rectangular.
  • the part of the molded block top covered by the surface element is essentially characterized by a trapezoidal shape.
  • the wider base side of the trapezoidal shape at the level of the molded block top is assigned to the drainage edge opposite element side surface.
  • the molded block body has a substantially flat bottom of the shaped stone for erecting the molded block on a substrate.
  • the Just to form a base is possible in a simple manner, so that the installation of the molded block with a flat bottom is thus simplified.
  • grooves and / or depressions are formed for anchoring with the material of the substrate. In these grooves and / or depressions, a part of the material of the substrate can penetrate when setting up the molded block, so that it comes to a security against shifting and slipping.
  • the molded block is characterized by a one-piece design.
  • the shaped block can be cast, for example, from concrete in one step.
  • the one-piece design simplifies the production and handling.
  • a traffic area for solving the above-mentioned problem has the features of claim 11.
  • the soles of the recesses in the surface elements of the stone for discharging surface water are located approximately level with or slightly below the upper edge of the sealing layer and the lower edge of the drainage layer, respectively, and the molded block top is below the upper surface of the cover layer, with the inclined orientation of the upper surface of the element the surface elements for at least partially compensate for the height difference between the molded block top and the top of the cover layer is used.
  • This training is advantageous.
  • the surface elements serve by the inclined element top to compensate for the height difference between the road and the side of the surface elements subsequent area.
  • the placement of the soles of the at least one recess approximately level with the upper edge of the sealing layer results in surface water from the drainage layer flowing along the sealing layer being able to laterally flow onto the at least one recess of the molded block without overcoming a disturbing height difference to have to.
  • the drainage of the traffic area is guaranteed.
  • the molded block on a shaped stone bottom, wherein the shaped stone bottom is suitable, in particular substantially flat for preferably horizontal positioning is formed on a substrate. This ensures that the molded block as part of the traffic area adjacent to the roadway and its top layer or directly so that it can be placed laterally in contact.
  • the drainage layer is at least partially made of porous material, preferably of water-permeable asphalt, preferably of open-pored asphalt educated. Consequently, a drainage layer is present that combines a water permeability with a sound attenuation.
  • the sealing layer is at least partially formed of water-impermeable material, preferably of water-impermeable asphalt, preferably of mastic asphalt. Accordingly, there is a waterproof layer below the drainage layer for discharging the surface water.
  • the cross-sectional height of the at least one surface element of the molded block corresponds in particular approximately to the cross-sectional height of the drainage layer.
  • At least one drainage trough or trough for discharging surface water is arranged on the side of the molded block facing away from the cover layer of the traffic surface or laterally next to the molded block.
  • the trough or trough is preferably arranged directly next to the molded block or at this subsequent.
  • the molded block is preferably located laterally between the cover layer and the trough or trough.
  • the upper edge of the drainage channel or depression is arranged substantially at the same height or lower than the sole of the at least one recess of the molded block. This ensures that surface water located in the at least one recess of the molded block is at least laterally at the same height or preferably at the bottom can be derived in the trough or trough.
  • the trough or trough has at least one gutter stone. This ensures a smooth drainage of the traffic area.
  • a traffic area such as a road 10
  • the largest area forms a roadway 12 on which the road users such.
  • roadway edge 14 which may be disposed on one or both sides of the roadway 12, wherein the two road edges 14 may be identical mirrored or partially or completely different from each other.
  • FIG. 1 only a section of a traffic area with only one illustrated roadway edge 14 is shown on the right side.
  • the roadway 12 itself has a multilayer structure.
  • the individual layers described below are arranged substantially horizontally, but have a slight inclination in the direction of the roadway edge 14 in order to dissipate surface water striking, for example, in the form of precipitation.
  • an asphalt binder layer 18 is applied on a lower asphalt base course 16, the lower part of the foundation of the roadway 12.
  • a sealing layer 20 is applied on this foundation of asphalt base layer 16 and asphalt binder layer 18, a sealing layer 20 is applied.
  • a drainage layer 22 is arranged thereon, which forms the upper end of the roadway 12 as a drivable layer.
  • the sealing layer 20 and the drainage layer 22 are collectively referred to as cover layer 24.
  • the drainage layer 22 is formed of open-pored asphalt and permeable to water through its porous structure and at the same time sound-absorbing.
  • the underlying sealing layer 20 may be formed of mastic asphalt and thus suitable as a water-impermeable layer for the discharge of surface water.
  • a shaped block 26 is initially arranged directly adjacent to the edge of the roadway 12 in the longitudinal direction parallel to the roadway 12.
  • two channel stones 28, 30 are arranged as a drainage channel or trough. Approximately every 30cm along the channel or trough can be en en road 32 provided.
  • the gutter stones 28, 30 is formed below a sub-concrete layer 34. Laterally adjacent to the gutter 30 is still a concrete protection wall 36 on a sub-concrete layer 38 with an intervening intermediate layer 40 connects, which serves as a passive protection device at a fixed distance from the roadway edge 14.
  • the detailed in the FIGS. 2 to 4 shown molded block 26 has a molded block body 42 which is formed substantially cuboid.
  • the molded block body 42 has in the embodiment shown a length which corresponds approximately to six times its width.
  • the underside of the molded block body 42 namely a shaped stone bottom 44, serves to set up the molded block 26 on a in the FIGS. 2 to 4 not shown, such as the sub-concrete layer 34 of Fig. 1 ,
  • the molded brick bottom 44 is a substantially rectangular, flat surface.
  • the molded block 26 has a shaped stone top side 46 opposite the molded stone bottom 44. This molded block top 46 is also substantially rectangular and flat. As in particular the cross section in Fig. 3 it can be seen, the molded block top 46 is disposed slightly inclined so that the molded block bottom 44 and the molded block top 46 are not parallel, but at a small angle of a few degrees to each other are just inclined.
  • outer surfaces of the molded body 42 in the region between the bottom 44 and the molded block top 46 are two side surfaces, namely the molded stone sides 48, 50 and two end faces, namely the shaped stone end faces 52 and 54 present.
  • the two shaped stone longitudinal sides 48 and 50 run parallel to one another on the longitudinal sides of the shaped stone body 42, and the two shaped stone end faces 52 and 54 are also arranged parallel to one another and perpendicular to the two molded stone longitudinal sides 48, 50 at the end sides transversely to the longitudinal extent of the molded block 26.
  • the shaped stone upper side 46 closes with the side surface 48 at a smaller angle than a right angle, namely about 87 °, and with the side surface 50 a greater angle than a right angle, namely about 93 °, a.
  • the side edge between the shaped stone longitudinal side 48 and the shaped stone top 46 is also referred to as inflow edge 56, since water can flow laterally onto the shaped block 26 and due to the slope in the direction of the side edge between the shaped stone longitudinal side 50 and the molded stone top 46, the so-called outflow edge 58, can flow ,
  • a plurality of surface elements 60 are arranged on the molded block top 46 . They are fixed components of the molded block 26. The surface elements 60 are arranged at regular intervals from one another. They are aligned in the same direction and along a line.
  • the surface elements 60 are identical. They have an element top 62, which is formed as a flat, rectangular surface. One of the two end faces of the surface element 60, namely an element face 64 lies in a plane with the shaped stone longitudinal side 48 of the molded body 42. From there, each of the surface elements 60 respectively extends in the direction of the molded block longitudinal side 50 of the molded body 42 second element end face 66 is arranged, which, however, not parallel to the element end face 64 but obliquely thereto and thus arranged at a shallow angle to the element top 62.
  • the element end surface 66 is also provided with rounded edges and thus forms smooth transitions to the adjacent surfaces.
  • the element upper side 62 is arranged at an angle of slightly less than 90 ° to the first element end face 64, so that it extends with inclination or with appropriate placement of the molded block 26 with a slope in the direction of the discharge edge 58 of the molded block 48.
  • the angle between the top surface 62 and the end face 64 of the element is slightly greater than the angle between the masonry top 46 and the liner longitudinal side 48.
  • the incline of the element top 62 is greater than that of the masonry top 46.
  • the second closes Element end face 66 a significantly larger angle with the molded block top 46 and thus has a much greater slope in the direction of the molded block top 46.
  • the element end face 66 and thus the surface element 60 terminate at a distance from the drainage edge 58, so that the shaped stone top side 46 in the region in front of the drainage edge 58 represents a flat surface without interruptions.
  • inclined element side surfaces 68 and 70 are arranged. These also run with a slope, starting from the top surface 62 in the direction of the molded block top side 46 such that the surface element 60 both widened in cross section downwards in the direction of the molded block body 42 and extends transversely to the longitudinal extent of the molded block 26.
  • the surface element 60 is wedge-shaped in cross section.
  • recesses 72 are arranged, which extend from the top of the element except for the molded block top 46 and thus separate the individual surface elements 60 from each other. Because the surface elements 60 do not extend across the entire width of the shaped stone top side 46 transversely to the longitudinal extent of the molded block 26, the recesses 72 are practically connected to one another in the region of the shaped stone top side 46. They form the regions of the shaped stone top 46 without surface elements 60.
  • transition areas between the element top 62 and the element end face 66 as well as between the element end face 66 and the element side surfaces 68 and 70 are rounded so that there are no sharp edges in this area and a smooth transition to the molded stone top 46 is provided. Water can thus flow smoothly.
  • the molded block 26 is arranged with its side surface 48 adjacent to the roadway 12.
  • the molded block top 46 is level with the upper edge of the sealing layer 20.
  • the surface elements 60 are accordingly above the molded block top 46 and have a height which corresponds approximately to the height of the drainage layer 22 or is slightly lower. The height difference to the top of the drainage layer is max. 3 cm. Accordingly, the nearly flush contact of the molded block 26 with its longitudinal side of the molded piece 48 on the side surfaces of the individual layers of the roadway 12 ensures a substantially smooth or even transition between the sealing layer 20 and the molded block top 46.
  • the surface of the roadway 12 with the element upper side 62 of the surface elements 60 forms almost a plane.
  • the top of the molded block 26, so the top surfaces 62 as outstanding surfaces, as part of the traffic area is passable.
  • recesses 72 between each two adjacent surface elements 60 By arranged at regular intervals recesses 72 between each two adjacent surface elements 60, a rhythmic noise is generated when driving over the wheels of a motor vehicle, so that the driver is acoustically aware of an undesirable exceeding of the roadway edge 14 and can counteract accordingly.
  • the surface elements 60 also have an identical width in the direction of the longitudinal extent of the molded block 26.
  • the recesses 72 between the surface elements 60 arranged at regular intervals on the shaped stone top 46 have a smaller width, in particular only one third to one fourth of the width of the surface elements 60.
  • the invention works as follows: Surface water impinging on the road surface 12, for example due to precipitation, penetrates into the drainage layer 22, since it is porous and permeable to water. The impact of surface water is in the Fig. 1 shown with arrows to identify a direction of precipitation 74.
  • the water-impermeable sealing layer 20 arranged below the drainage layer 22 ensures that the water collects thereon and is discharged in the direction of the gradient, as indicated by the arrows for depicting a discharge direction 76.
  • the gradient is correspondingly pointing in the direction of the roadway edge 14, ie in this case the surface water essentially flows along the sealing layer 20 within the drainage layer 22 from left to right.
  • the surface water continues to flow into the recesses 72 between the surface elements 60. Also, since the molded block top 46 has a slope from the side surface 48 on the left side to the side surface 50 on the right side of the molded block 26, the surface water continues to flow toward the channel blocks 28, 30, as indicated by the arrows of the discharge direction 78 , The molded block top side 46 is arranged approximately at the level of the upper edge or slightly above the gutter stones 28, 30, so that the water can flow into them from above. In the gutters 28, 30 are road drains 32, with the help of the surface water can be derived as usual. Due to the large-sized recesses 72 of the molded block 26 is easy to clean.
  • the recesses 72 allow a view of the drainage layer 22 in the region of the roadway edge 14. In this way, the degree of soiling of the drainage layer 22 can be recognized.
  • the gutter or depression can be cleaned in a simple manner, for example by means of a broom wagon.
  • the shaped brick 26 can be used as a guide during the so-called "peeling off” of the banquet.
  • the molded block 26 prevents contamination of the drainage layer 22 in this process.
  • the molded block 26 is preferably made in one piece from concrete or similar materials. He can identify a reinforcement for stabilization.
  • the molded block 26 includes both the shaped stone body 42 and all the surface elements 60 disposed thereon.

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

Claims (15)

  1. Pavé pour la formation de bordures d'une surface de circulation avec une couche de recouvrement (24), qui présente une couche de drainage (22), en particulier en asphalte à pores ouverts, et avec un corps de pavé (42), qui présente deux côtés longitudinaux de pavé opposés (48, 50), un côté inférieur de pavé (44) à poser sur une base et un côté supérieur de pavé (46), dans lequel plusieurs éléments de surface (60) surélevés par rapport au côté supérieur de pavé (46) sont associés à celui-ci, dans lequel au moins un creux (72) en retrait par rapport à ceux-ci est disposé entre des éléments de surface voisins (60) afin de recueillir et/ou d'évacuer l'eau de surface dans une direction angulaire par rapport aux côtés longitudinaux de pavé, dans lequel ledit au moins un élément de surface (60) présente plusieurs faces latérales d'élément (48, 50) situées respectivement dans la région comprise entre le côté supérieur de pavé (46) et le côté supérieur d'élément (62), dans lequel une arête d'écoulement (58) destinée à l'évacuation latérale d'eau de surface est disposée entre un premier côté longitudinal latéral de pavé (50) et le côté supérieur de pavé (46), dans lequel une arête d'arrivée (56) destinée à l'arrivée latérale d'eau de surface est disposée dans la région d'une arête latérale comprise entre un deuxième côté longitudinal de pavé (48) et le côté supérieur de pavé (46), dans lequel l'arête d'arrivée (56) ne présente de préférence pratiquement aucun arrondi, et dans lequel l'arête d'arrivée (56) est interrompue localement par les éléments de surface (60), caractérisé en ce que les creux (72) se distinguent à hauteur du côté supérieur de pavé (46) essentiellement par une forme trapézoïdale correspondant à la forme trapézoïdale des éléments de surface (60), dans lequel un côté de base plus large de la forme trapézoïdale dudit au moins un creux (72) est associé à l'arête d'écoulement (58) et un côté de base plus étroit de la forme trapézoïdale dudit au moins un creux (72) est associé à l'arête d'arrivée (56).
  2. Pavé selon la revendication 1, caractérisé en ce que de préférence tous les éléments de surface (60) sont réalisés de façon identique, dans lequel plusieurs éléments de surface (60) sont disposés l'un à côté de l'autre, de préférence dans la même orientation et/ou en une rangée, en particulier avec une distance régulière l'un de l'autre et/ou avec des creux (72) de largeur essentiellement égale entre eux.
  3. Pavé selon la revendication 1 ou 2, caractérisé en ce que la profondeur dudit au moins un creux (72) correspond essentiellement à la hauteur de l'élément de surface (60), en particulier en ce que le creux (72) s'étend depuis un côté supérieur de l'élément de surface (60) jusqu'au côté supérieur de pavé (46).
  4. Pavé selon l'une quelconque des revendications précédentes, caractérisé en ce que le côté supérieur de pavé (46) et/ou ledit au moins un creux (72) présente une inclinaison par rapport au côté inférieur de pavé (44), de préférence essentiellement perpendiculairement à l'extension longitudinale du pavé (26), de telle manière que, lors de la pose essentiellement horizontale du côté inférieur de pavé (44) sur une base, l'eau de surface puisse s'écouler à partir du côté supérieur de pavé (46) et/ou du creux (72).
  5. Pavé selon l'une quelconque des revendications précédentes, caractérisé en ce que ledit au moins un creux (72) s'étend jusqu'à au moins un des côtés longitudinaux de pavé (48, 50), de préférence de façon continue entre les deux côtés longitudinaux de pavé (48, 50), dans lequel notamment les fonds de plusieurs creux (72) s'étendent essentiellement dans un plan d'évacuation commun.
  6. Pavé selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments de surface (60) présentent un côté supérieur d'élément (62) essentiellement plan, dans lequel en particulier les côtés supérieurs d'élément (62) de préférence de tous les éléments de surface (60) sont disposés de façon essentiellement parallèle l'un à l'autre, de préférence essentiellement dans un plan de surface commun.
  7. Pavé selon l'une quelconque des revendications précédentes, caractérisé en ce que les faces latérales d'élément (48, 50) s'étendent de préférence latéralement dans la direction de l'extension longitudinale du pavé (26) et/ou s'étendent de façon perpendiculaire l'une à l'autre en particulier sous forme de faces latérales s'étendant en particulier au moins localement sous forme droite et/ou incurvée d'un corps essentiellement parallélépipédique.
  8. Pavé selon la revendication 7, caractérisé en ce que l'arête d'écoulement (58) s'étend de préférence sur toute la langueur de l'arête latérale, dans lequel l'arête d'écoulement (58) est en particulier de forme arrondie.
  9. Pavé selon l'une quelconque des revendications précédentes, caractérisé en ce qu'une des faces latérales d'élément (68, 70) est disposée de façon à terminer au moins pratiquement en alignement avec l'arête d'arrivée (58) et ainsi de préférence aussi avec l'élément de surface (60).
  10. Pavé selon l'une quelconque des revendications précédentes, caractérisé en ce que les côtés supérieurs d'élément (62) est disposé de façon inclinée par rapport au côté supérieur de pavé (46), en particulier en direction de l'arête d'écoulement (58).
  11. Surface de circulation avec une chaussée (12) et un pavé (26) selon l'une quelconque des revendications précédentes, dans laquelle la chaussée (12) présente une couche de recouvrement (24) avec au moins une couche de drainage (22) au moins partiellement perméable à l'eau et une couche d'étanchéité (20) disposée en dessous de la couche de drainage (22) et au moins pratiquement imperméable à l'eau, et dans laquelle le pavé (26) est disposé en tant que limitation latérale de la couche de recouvrement (24) qui s'étend le long de et essentiellement à côté de la couche de recouvrement (24), caractérisée par les caractéristiques suivantes:
    a) les fonds des creux (72) dans les éléments de surface (60) du pavé (26) sont disposés, pour l'évacuation d'eau de surface, sensiblement à la même hauteur ou légèrement plus bas que l'arête supérieure de la couche d'étanchéité (20) ou que l'arête inférieure de la couche de drainage (22),
    b) le côté supérieur de pavé (46) est situé en dessous du côté supérieur de la couche de recouvrement (24), dans laquelle l'orientation inclinée du côté supérieur d'élément (62) des éléments de surface (60) sert à la compensation au moins partielle de la différence de hauteur entre le côté supérieur de pavé (46) et le côté supérieur de la couche de recouvrement (24).
  12. Surface de circulation selon la revendication 11, caractérisée en ce que la couche de drainage (22) est formée au moins en partie de matériau poreux, de préférence d'asphalte perméable à l'eau, de préférence encore d'asphalte à pores ouverts.
  13. Surface de circulation selon une des revendications 11 à 12, caractérisée en ce que la couche d'étanchéité (20) est formée au moins en partie de matériau imperméable à l'eau, de préférence d'asphalte imperméable à l'eau, de préférence encore d'asphalte coulé.
  14. Surface de circulation selon l'une quelconque des revendications 11 à 13, caractérisée en ce que la hauteur de section transversale dudit au moins un élément de surface (60) du pavé (26) correspond sensiblement à la hauteur de section transversale de la couche de drainage (22).
  15. Surface de circulation selon l'une quelconque des revendications 11 à 14, caractérisée en ce qu'une rigole d'écoulement ou une cuvette pour l'évacuation d'eau de surface est disposée latéralement sur le côté du pavé (26) détourné ou éloigné de la chaussée (12), en particulier directement à côté de celui-ci ou s'y raccordant, dans laquelle le pavé (26) se trouve de préférence entre la couche de recouvrement (24) de la chaussée (12) et la rigole d'écoulement ou la cuvette, dans laquelle en particulier l'arête supérieure de la rigole d'écoulement ou de la cuvette est disposée à la même hauteur ou plus bas que le fond dudit au moins un creux (72) du pavé (26), afin de conduire l'eau de surface depuis le creux (72) dans la rigole d'écoulement ou la cuvette.
EP09007042.6A 2009-02-02 2009-05-27 Pavé et surface de circulation dotée de pavés Not-in-force EP2213798B1 (fr)

Applications Claiming Priority (1)

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DE102009007146A DE102009007146A1 (de) 2009-02-02 2009-02-02 Formstein und Verkehrsfläche mit Formstein

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EP2213798A2 EP2213798A2 (fr) 2010-08-04
EP2213798A3 EP2213798A3 (fr) 2011-08-10
EP2213798B1 true EP2213798B1 (fr) 2017-05-10

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CN114411479A (zh) * 2022-01-13 2022-04-29 中铁十二局集团第三工程有限公司 跨冲沟段傍山施工便道及其施工方法

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DE7613096U1 (fr) * 1900-01-01 Pebueso-Betonwerke Heribert Buescher Gmbh & Co, 4400 Muenster
GB267278A (en) * 1926-02-09 1927-03-17 Anthony Ashley Ivo Pelham Water table outlet for the improvement of the surface drainage of rural roads
US2354994A (en) * 1941-09-22 1944-08-01 George W Holland Drainage intake
DE3632620A1 (de) * 1986-09-25 1988-04-07 Deutag Mischwerke Gmbh Geraeuschmindernde strassendecke
JP2619805B2 (ja) 1994-04-21 1997-06-11 揖斐川コンクリート工業株式会社 道路側縁用ブロック
DE20012943U1 (de) * 2000-06-08 2000-10-12 Ahlmann Aco Severin Abdeckteil für eine Entwässerungsrinne
ATE458862T1 (de) * 2003-10-07 2010-03-15 Peter Rausch Befestigung von strassenbanketten
JP4000580B2 (ja) * 2005-07-11 2007-10-31 孝典 納 排水装置内包縁石
JP2007146653A (ja) 2007-03-14 2007-06-14 Sk Engineering Kk 目詰まり防止材付きコンクリートブロック

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114411479A (zh) * 2022-01-13 2022-04-29 中铁十二局集团第三工程有限公司 跨冲沟段傍山施工便道及其施工方法

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EP2213798A2 (fr) 2010-08-04
EP2213798A3 (fr) 2011-08-10
DE102009007146A1 (de) 2010-08-05
DE202009006723U1 (de) 2009-08-27

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