EP1108815B1 - Système de pavés - Google Patents

Système de pavés Download PDF

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Publication number
EP1108815B1
EP1108815B1 EP20000127116 EP00127116A EP1108815B1 EP 1108815 B1 EP1108815 B1 EP 1108815B1 EP 20000127116 EP20000127116 EP 20000127116 EP 00127116 A EP00127116 A EP 00127116A EP 1108815 B1 EP1108815 B1 EP 1108815B1
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EP
European Patent Office
Prior art keywords
tab
paving
paving stone
tabs
cam
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EP20000127116
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German (de)
English (en)
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EP1108815A3 (fr
EP1108815A2 (fr
Inventor
Rolf Scheiwiller
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Individual
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    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • 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
    • E01C2201/00—Paving elements
    • E01C2201/02—Paving elements having fixed spacing features

Definitions

  • the invention relates to a paving stone system according to the preamble of claim 1.
  • a criterion for paving stones is effective lateral toothing, through which a firm anchoring of the paving stones is achieved with each other, so that they can withstand high loads. Such loads occur, for example, by a braking or a curving vehicle. In such stones is often a all-round toothing used, as it is known for example from German Utility Model 94 09 076 U1. Good drainage properties play no role here.
  • Another criterion is good drainage properties of an area composed of paving stones.
  • a paving stone which is interlocked with a neighboring stone by frontally abutting, stepped spacers.
  • This paving stone allows a push transfer to the neighboring stone in one direction.
  • By the abutting spacers a larger space between the paving stones is formed, which has a positive effect on the drainage properties, as this increases the area on which water can seep.
  • a strong thrust load of such Paving stones subject the teeth to increased risk of breakage and / or increased wear. That is, the cams must be made very large and stable to withstand the stresses of their side surfaces can. This in turn is material intensive and therefore costly and means a reduction of the area on which water can seep.
  • a paving stone system having a lattice-shaped pattern comprising a plurality of paving stones, each paving stone being provided on at least two opposite or adjacent sides with at least one cam group consisting of at least two distinct and spaced cams and wherein between the side flanks the cams are a half-pocket is formed.
  • the cams adjacent paving stones abut each other frontally.
  • the invention has the object to propose a paving stone system, which has good drainage properties and in which a shear transfer from a paving stone to an adjacent paving stone without the risk of damaging the side edges of the spacers is possible.
  • Core of the invention is a paving stone, with a cam group together with at least one cam or a further cam group of an adjacent paving stone encloses at least one pocket or forms a pocket-shaped intermediate space or a kind of half-pocket. Due to the interaction of the cams, a functional unit is formed in which the cams are only in abutting contact with the leading flanks. In such a shock contact, the properties of the stone material (in particular concrete and cement) are optimally utilized, since these materials are very resistant to pressure. Direct shear and friction loads between two cams do not occur in the functional units in which the cams, the side surfaces of the paving stones and the filling material of the pockets interact in a similar manner as a tooth system.
  • This space or bag is preferably filled with sand, split or a sand-split mixture, so that water can seep into the bag.
  • Diagonally opposed cams of two cams or cam groups belonging to a functional unit act with their side flanks only with the interposition of the filling material on one another.
  • the filler distributes the thrust, with which the side edge of a cam acts, on the diagonally opposite side edge of the other cam.
  • the applied force is distributed over the entire surface of the side edge of the second cam and reduced the surface pressure.
  • the described in claim 1 cross-sectional area of the pocket which is formed in each case between the opposite side surfaces of the paving stones and four cams, has the advantage that it does not go to zero in a succession pushing two diagonally opposite cams. This ensures that the filler material in the bag is only minimally compressed by a slightly moving paving stone and thus does not lose its water-permeable properties by repeated strong compression.
  • a trapezoidal cross-section of the cam as suggested by claim 4, means a more stable transition of the cam into the base body of the paving stone. Furthermore, this makes the removal of the paving stone easier.
  • cam groups can be flexibly adapted to the paving stone size.
  • the intensity of the toothing to the neighboring stone can be adapted to the needs.
  • the grid-shaped grid which lies under dependent claim 8 with the same distance between the two planes, which are defined by the end faces of the different cams, ensures that the large cams each protrude into the region of the opposite paving stone and with the large cams of the opposite paving stone a forming loose toothing.
  • dependent claim 10 is between adjacent paving stones always butt contact, so that a parallel alignment of the paving stones is guaranteed to each other.
  • the development of the invention according to dependent claim 11 makes it possible to lay within a paved area areas that consist of paving stones of another paving stone system.
  • an inventive connection between the paving stones This ensures that the individual paving stone fields can not move freely against each other.
  • FIG. 1 is a plan view of a paving stone 1, which is designed as a rectangular stone 2.
  • the paving stone 1 is a grid 4 of a paving stone system 5 (see for example FIG. 11 . 13 ).
  • the paving stone 1 is essentially bounded by side surfaces 6, 7, 8, 9, a useful surface 10 and a bearing surface 11.
  • On the useful surface 10 extend two diagonals 12, 13, which intersect at an intersection point 14.
  • cam groups 20 are arranged point symmetrical to the intersection point 14 on the side surfaces 6, 7, 8, 9.
  • the cam groups 20 consist of cams 21 in more detail of large cams 22, 24 and small cams 23, 25.
  • the cams 21 have a front side leading edge 28, side edges 29, 30 and a cover flank 31.
  • half-pockets 33 are arranged between the cams 21.
  • the large cams 22, 24 have a cam depth t1.
  • the small cams 23, 25 have a cam depth t2.
  • FIG. 2 shows another plan view of the in FIG. 1
  • the cuboid rectangular brick has a first width B1, which represents the distance between the side surfaces 6, 7, and a second width B2, the distance between the front side leading edges 28 of two on the side surfaces 6, 7 arranged large cam 22nd , 24 reproduces.
  • the rectangular brick 2 has a first length L1, which represents the distance between the side surfaces 8, 9, and a second length L2, which represents the distance between the front side leading edges 28 of two arranged on the side surfaces 8, 9 large cam 22, 24 ,
  • the cam groups 20 are arranged point-symmetrically to the point of intersection 14 of the diagonals 12, 13 on the side surfaces 6, 7, 8, 9 of the rectangular block 2.
  • the grid 4 has a grid length R L and a residual width R B.
  • FIG. 3 shows a side view of the side surface 9 of the in the FIGS. 1 and 2
  • the rectangular brick 2 has a height H1 between the useful surface 10 and the bearing surface 11.
  • the cams 21 extend substantially over a height H2 which corresponds approximately to 9/10 of the height H1.
  • the useful area 10 passes over a phase 34 in the side surfaces 6, 7, 8, 9, wherein the phase 34 extends approximately at an angle ⁇ of 40 ° to the effective area 10.
  • the top surfaces 31 of the cams 21 extend approximately parallel to the phase 34.
  • FIG. 4 shows a detail view of in FIG. 2 shown rectangle stone 2.
  • the illustrated on the side surface 7 large cam 22 has a depth t1 and a leading edge width b1.
  • the small cam 23 shown on the side surface 7 has the depth t2 and a leading edge width b2.
  • the cams 21 are also arranged point-symmetrical to the rectangular block 2 to an intersection 14 of diagonals 12, 13.
  • FIG. 6 shows a plan view of a paving stone 1, which is formed as a square block 3.
  • the square block 3 has on cam surfaces 6, 7, 8, 9 cam groups 20, which are composed of six cams 21.
  • the cam group 20 consists of three large cams 22, 24, 26 and three small cams 23, 25, 27.
  • the large cams 22, 24, 26 are alternately with the small cams 23, 25, 27 on the side surfaces 6, 7, 8 , 9 arranged.
  • Two on a useful surface 10 of the square stone 3 extending diagonal 12, 13 intersect at an intersection 14. At this point of intersection 14, the cam groups 20 are arranged point-symmetrically.
  • the large cams 22, 24, 26 of the square stone 3 have a depth t1.
  • the small cams 23, 25, 27 of the square stone 3 have a depth t2.
  • FIG. 7 shows a side view of another than Square stone 3 formed paving stone 1.
  • This square stone 3 has on side surfaces 6, 7, 8, 9 respectively two groups of cams 20, each with three cams 21.
  • the square stone 3 circumferentially alternately one cam groups 20a with a between two large cams 22, 24 sitting small cam 23 and a cam group 20 b arranged with a between two small cams 23, 25 large cam 24.
  • the square block 3 has a working surface 10 bounding phase 34 which extends at an angle ⁇ of about 40 ° inclined to the effective area 10.
  • FIG. 8 shows a plan view of another designed as a square block 3 paving stone 1.
  • the square stone 3 has on side surfaces 6, 7, 8, 9 each two cam groups 20, which are composed of two cams 21 each.
  • the cam group 20 consists of a large cam 22 and a small cam 23.
  • Two diagonal 12, 13, the corners 15 of the square stone 3 connect intersect at an intersection 14, to which the cam groups 20 are arranged point-symmetrically.
  • the grid width R B corresponds to the grid length R L and the width B 1 corresponds to the length L 1.
  • FIG. 9 shows in plan view a square paving stone 100 of another paving system 104 with individual cams 101.
  • the cams 101 are arranged point-symmetrical to a center 102 and have a depth t3.
  • the paving stone 100 has a width B1 and a length L1. Furthermore, it has a grid 103 with a grid width R B with a grid length R L.
  • the cams 101 are halved by the grid 103.
  • a similar to this stone square paving stone 100, which has five cams per side instead of four cams per side, is in the Figures 13 and 15 in a paving stone system 5, which is partially composed of paving stones 1 according to the invention.
  • FIG. 10 shows the interaction of the cam group 20, the paving stone 1 with a cam group 20 'of an adjacent paving stone 1'.
  • FIG. 10 is the interaction of the two cam groups 20, 20 'shown, which consist of a large cam 22, 22' and a small cam 23, 23 '.
  • the interaction of cam groups 20, 20 'which consist of three and more cams 21, 21' behaves analogously to this illustration.
  • a pocket 36 is formed, which through the side flank 29 of the small cam 23, the side surface 6 of the paving stone 1, the side edge 30 of large cam 22, the front side leading edge 28 of the large cam 22, the side edge 29 'of the small cam 23', the side surface 7 'of the paving stone 1', the side edge 30 'of the large cam 22' and the front side leading edge 28 'of the large cam 22 'is bounded.
  • the pocket 36 consists of two trapezoids 37, 37 'and a parallelogram 38.
  • the front-side leading edge 28 of the large cam 22 contacts the front-side leading edge 28 'of the small cam 23' in a plane E1.
  • the front-side leading edges 28 of the small cam 23 touches the front-side leading edge 28 'of the large cam 22' in a plane E2.
  • the grid 4 runs parallel and at the same distance a from the planes E1, E2.
  • the parallelogram 38 is divided by the grid 4 into two equal partial parallelograms 38a, 38b.
  • the pocket 36, which is formed between the cams 21, 21 ', is filled with a filling material 39 approximately up to the cover surfaces 31, 31'.
  • the filling material 39 preferably consists of split 40a or a sand split mixture 40b.
  • a shock load in the direction of arrow x is the paving stone 1 'on the front side leading edges 28' of the cam 21 'on the front side leading edges 28 of the cam 21 of the Paving stone 1 transferred.
  • a thrust force acting on the paving stone 1 'in the direction of the arrow y is transmitted from the large cam 22' via the filling material 39 to the large cam 22.
  • the side edges 30 ', 30 of the cam 22', 22 come here not in contact.
  • the pressure exiting from the paving stone 1 ' is uniformly distributed by the filling material 39 on the side flank 30 of the cam 22.
  • a movement of the paving stone 1 in the direction of the arrow y causes a reduction of a cross-sectional area 41 or a volume 42 of the pocket 36.
  • the cross-sectional area 41 of the pocket 36 is a maximum of a cross-sectional area 43 marked by the parallelogram 38 reduced.
  • the cross-sectional area 41 of the pocket 36 is only defined by the trapezoids 37, 37 'when the large cam 22' bears against the side flank 30 of the large cam 22 after being displaced in the direction of arrow Y with its side flank 30 '. Since only about 20% of the filling material 39 undergoes compaction under shear loads in the direction of the arrow y, the filling material 39 is only slightly compressed, so that the compression has no negative influence on the water permeability of the filling material.
  • Fig. 11 1 shows a top view of paving stones 1 laid in the paving stone system 1.
  • paving stones 1 are used which are designed as rectangular blocks 2 with two groups of cams 20 on the opposite side surfaces 6, 7 (see also FIG Fig. 5 ).
  • This in Fig. 11 Paving stone system 5 shown consists of three transversely arranged rectangular stones 2a, 2b, 2c and an upright arranged rectangular stone 2d.
  • the rectangular blocks 2 have a grid width R B and a grid length R L.
  • the grid 4 of the vertically edged rectangular brick 2d coincides with the grid 4 of horizontally laid rectangular stones 2a, 2b, 2c, then again, when subsequently to the rectangular brick 2d a not shown field is laid, which consists of three horizontal rows with 5 vertically laid rectangular stones 2 consists.
  • the arrangement of the cam 21 on the rectangular blocks 2 ensures that between horizontal and upright laid rectangular blocks 2 never single cam 35 with large cam 22, 24 come into shock contact.
  • Fig. 12 shows a further plan view of laid in the paving stone system 5 rectangular blocks 2.
  • rectangular stones 2 is the in Fig. 5 described rectangular stone 2.
  • Fig. 12 is a transverse rectangular brick 2a and upright rectangular stones 2d, 2e shown.
  • the upright rectangular brick 2e is a rectangular brick 2, which is mirror-inverted to the rectangular bricks 2a, 2d.
  • Fig. 13 is a plan view of a paving stone system 5 of rectangular blocks 2 with cam groups 20, each with 4 cams 21 and an integrated into the paving stone system 5, non-systemic square paving stone 100 shown.
  • the non-system paving stone 100 has cams 101, which are arranged point-symmetrical to a center 102.
  • rectangular blocks 2 correspond to the in Fig. 1 Basically, all paving stones 1 that in the paving stone system 5 either large cam 22, 24, 26 with small cams 23, 25, 27 and / or small cams 23, 25, 27 with individual cams 35 and / or large Cam 22, 24, 26 with side surfaces 6, 7, 8, 9 come into shock contact.
  • the cam groups 20 are arranged point symmetrical to the intersection point 14.
  • the interaction is realized by a special arrangement of the cam 21 on the paving stone 1.
  • the small cams 23, 25 are associated with the cam 101 and the large cams 22, 24 are in contact with a side surface 105 of the paving stone 100.
  • the cams 101 are divided by the grid 4, 103 parallel to the side surface 105.
  • the small cams 23, 25 are arranged at a distance f from each other. In this distance f and the cams 101 of the paving stone 100 are arranged.
  • the small cam 25 of a first cam group 20a is arranged at a distance g from the small cam 23 of a second cam group 20b.
  • g 2 f.
  • the distance of the small cam 23 of the first cam group 20a to the grid 4 corresponds to h.
  • the distance of the small cam 25 of the second cam group 20b to the grid 4 corresponds to i.
  • f is the distance between the small cams 23, 25.
  • the small cam 25 at a distance i to the grid 4 and the small cam 23 at a distance h to the grid 4 is arranged.
  • a paving stone 1 ' is shown in which two adjacent side surfaces 7, 8 are provided with cam groups 20 and two other adjacent side surfaces 6, 9 than Single cam 35 trained cam 21 have.
  • the paving stone systems 5, 103 have the same grid dimensions, so that the paving stones 1, 100 are alternately laid. Such a match is in the in FIG. 6 and 9 shown paving stones 1, 100 realized.
  • Fig. 14 shows a plan view of two cooperating rectangular blocks 2 with cam groups 20, each with four cams 21.
  • the rectangular block 2 forms with the adjacent rectangular block 2 'by the cam groups 20, 20' and the pockets 36 a toothing 44.
  • the teeth 44 is achieved in that the pockets 36a, 36b, 36c pass from a cam group 20 into an adjacent cam group 20 '.
  • the thrust of the large cam 22, 24 is transferred to the large cams 22 ', 24' via the filling material 39 stored in the pockets 36a, 36c in an edge-friendly manner.
  • the thrust from the large cam 24 is transmitted via the filling material 39 stored in the pocket 36b onto the large cam 24'.
  • Fig. 15 is a plan view of a paving stone system 5 of square stones 3 shown. Furthermore, a system-independent paving stone 100 from a paving stone system 104 is shown, which is integrated into the paving stone system 5.
  • square stones 3 correspond to the in Fig. 6
  • the distances f of the small cams 23, 25, 27 to one another correspond to the distances f, which the cams 101 have to each other or a multiple thereof.
  • Fig. 15 further shows an open space 45 left between square stones 3 for making a mark or a larger green area.
  • the square stones 3, which generate the free surface 45, can without machining on the existing Paving stone system 5 are affiliated, if the free surface has a width Bp, which corresponds to an integer multiple of the distance f.
  • 5 paving stones 1 are provided in the paving stone system with the following dimensions: in figure B1 L1 t1 t2 t3 b1 b2 b3 R B R L 1 - 4 160 340 11 7 21 11 180 360 5, 11, 12 150 294 16 12 4 21 11 21 180 300 6, 15 220 220 11 7 21 11 240 240 7 280 280 11 7 21 11 300 300 8th 210 210 16 12 21 11 240 240 9 (foreign to the system) 234 234 4 21 240 240 240
  • Paving stones 1, 101 shown can be arbitrarily combined with each other due to their identical grid dimensions R B , R L , although they belong to different paving stone systems 5, 104. Due to the laying play, which is required to compensate for bulges of the paving stones and deposits of filler between the abutment surfaces, the position of the grid preferably shifts by about 1 mm in the direction of the adjacent neighboring stone, so that the grid dimensions given above in the table.
  • paving stones are provided, which are formed in the plan view of six or octagonal.

Claims (11)

  1. Système de pavage (5) selon une trame (4) en forme de grille comprenant plusieurs pavés (1),
    chaque pavé (1) ayant sur au moins deux côtés opposés (6, 7 ; 8, 9), des organes d'écartement ou des cames (21), venant en butée frontale contre des cames (21') de pavés voisins (1'),
    chaque pavé (1, 1 ') ayant sur au moins deux côtés opposés ou adjacents (6, 7, 8, 9), au moins un groupe de cames (20 ; 20'),
    le groupe de cames (20 ; 20') ayant au moins deux cames (21 ; 21'), différentes, écartées l'une de l'autre, et
    une cavité (33, 33') en forme de demi-poche est réalisée entre les flancs latéraux (29, 30) des cames (21 ; 21'),
    caractérisé en ce que
    deux groupes de cames (20, 20') de deux pavés (1,1') voisins sont en contact de butée sans engrènement par les flancs avant du côté frontal de deux pavés voisins, et réalisent au moins un volume (36, 36a, 36b, 36c) en forme de poche, ayant une section (41) qui, en vue de dessus, se compose de deux trapèzes (37, 37') et d'un parallélogramme (38) interposé,
    les cames (22, 22', 23, 23') opposées suivant une direction diagonale et appartenant aux groupes de cames (20, 20'), ne coopèrent par leurs flancs latéraux qu'avec interposition d'un matériau de remplissage.
  2. Système de pavage selon la revendication 1,
    caractérisé en ce que
    les groupes de cames (20) des pavés (1) se composent respectivement d'au moins une grande came (22, 24, 26) et d'au moins une petite came (23, 25, 27), ayant des profondeurs (t1, t2) différentes, et de préférence des largeurs frontales (b1, b2) différentes et réalisant entre elles les volumes (33) en forme de demi-poches.
  3. Système de pavage selon la revendication 2,
    caractérisé en ce que
    la grande came (22, 24, 26) a une largeur frontale sensiblement double de la largeur frontale (b1) de la petite came (23, 25, 27), et de préférence la grande came (22, 24, 26) a sensiblement une profondeur (t1) égale à 1,3 fois jusqu'à 1,5 fois celle d'une petite came (23, 25, 27).
  4. Système de pavage selon les revendications précédentes,
    caractérisé en ce que
    les cames (21) des pavés (1) ont une section de forme trapézoïdale.
  5. Système de pavage selon les revendications précédentes,
    caractérisé en ce que
    les groupes de cames (20) des pavés (1) se composent de trois cames (21), et pour un premier groupe de cames (20), une petite came (23, 25, 27) se trouve entre deux grandes cames (22, 24, 26) et pour un second groupe de cames (20), une grande came (22, 24, 26) se trouve entre deux petites cames (23, 25, 27), et
    de préférence, le premier groupe de cames (20) du premier pavé (1) coopère fonctionnellement avec le second groupe de cames (20) du pavé (1') voisin et forme ainsi deux volumes (36) en forme de poches.
  6. Système de pavage selon les revendications précédentes,
    caractérisé en ce que
    les groupes de cames (20) sont disposés diamétralement avec une symétrie centrale par rapport au point d'intersection (14) de deux diagonales (12,13) passant par la surface utile (10) du pavé (1).
  7. Système de pavage selon les revendications précédentes 1, 2, 3, 4 ou 6,
    caractérisé en ce que
    les groupes de cames (20) se composent de quatre cames (21), dans lesquels les grandes et petites cames (22, 23, 24, 25, 26, 27) alternent.
  8. Système de pavage selon les revendications précédentes,
    caractérisé en ce que
    les flancs avant (28) du côté frontal des cames (21) d'un groupe de cames (20) se situent dans au moins deux plans (E1,E2) décalés parallèlement l'un par rapport à l'autre, et la trame (4) en forme de grille se place de manière équidistante entre ces plans (E1,E2).
  9. Système de pavage selon les revendications précédentes,
    caractérisé en ce que
    les pavés (1) comportent sur au moins deux surfaces latérales opposées (6, 7, 8, 9), au moins un groupe de cames (20) avec des cames de profondeur différente (t1, t2) et sur les autres surfaces latérales opposées (6, 7, 8, 9), au moins des cames isolées (21, 35) de même profondeur (t3), et
    la profondeur (t3) des cames isolées (21, 35) correspond à la différence des profondeurs (t1, t2) des cames (21) des groupes de cames (20).
  10. Système de pavage selon les revendications précédentes 1, 2, 5, 6, 7, 8 ou 9,
    caractérisé en ce que
    les groupes des cames (20) de l'un des pavés (1) sont en contact de butée avec une surface latérale (6, 7, 8, 9) et avec une seule came (35) ou avec plusieurs cames identiques (35) de l'un des pavés voisins (1').
  11. Système de pavage selon les revendications précédentes,
    caractérisé par
    une liaison de coulissement entre le système de pavage (5) et au moins un autre système de pavage (104).
EP20000127116 1999-12-15 2000-12-12 Système de pavés Expired - Lifetime EP1108815B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19960320 1999-12-15
DE1999160320 DE19960320A1 (de) 1999-12-15 1999-12-15 Pflastersteinsystem

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EP1108815A2 EP1108815A2 (fr) 2001-06-20
EP1108815A3 EP1108815A3 (fr) 2003-04-09
EP1108815B1 true EP1108815B1 (fr) 2009-07-15

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DE10232957A1 (de) * 2002-07-19 2004-02-05 Dasag Gmbh & Co. Kg Bodenbelagelement aus Kunststeinmaterial
DE10330928B4 (de) * 2003-07-08 2005-05-25 Schröder, Harald Pflasterstein
DE102007008119B4 (de) 2007-02-19 2008-11-13 Continental Automotive Gmbh Verfahren zum Steuern einer Brennkraftmaschine und Brennkraftmaschine
DE102007012538A1 (de) * 2007-03-13 2008-09-18 Sf-Kooperation Gmbh Beton-Konzepte Erdreichabdeckung aus Formsteinen
DE102009022017B3 (de) 2009-05-19 2010-12-09 Baustoffwerke Gebhart & Söhne GmbH & Co.KG Pflasterstein mit vorzugsweise senkrecht zur Verlegeebene ausgerichteten Steinflanken
DE102011103567A1 (de) 2010-11-18 2012-05-24 Rolf Schelwiller Pflastersteinsystem

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DE9000928U1 (fr) * 1990-01-28 1990-08-23 Betonwerk Teising Gmbh, 8261 Teising, De
EP0648291B1 (fr) * 1993-04-23 1996-07-24 SCHEIWILLER, René Pave avec elements d'espacement lateraux
DE9408471U1 (de) * 1994-05-21 1994-07-21 Schmidt Jakob Gmbh Pflasterstein
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Publication number Publication date
EP1108815A3 (fr) 2003-04-09
DE19960320A1 (de) 2001-06-21
EP1108815A2 (fr) 2001-06-20
DE50015688D1 (de) 2009-08-27

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