EP1512793A2 - Pflasterstein - Google Patents
Pflasterstein Download PDFInfo
- Publication number
- EP1512793A2 EP1512793A2 EP04020358A EP04020358A EP1512793A2 EP 1512793 A2 EP1512793 A2 EP 1512793A2 EP 04020358 A EP04020358 A EP 04020358A EP 04020358 A EP04020358 A EP 04020358A EP 1512793 A2 EP1512793 A2 EP 1512793A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- cams
- cam
- paving stone
- individual
- paving
- 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.)
- Granted
Links
Images
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
- E01C11/229—Shallow gutters, i.e. gutters forming a minor pothole
-
- 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 after Preamble of claim 1.
- a paving stone which made of concrete and a square top surface having perpendicular thereto side walls, wherein two adjoining side surfaces each two individual cams and two more adjoining side surfaces respectively have two pairs of cams and where the depths of Single cam and the cam of the cam pair are smaller than 1/30 of an edge length of the top surface.
- the object of the invention is a paving stone to propose, which with a large number of well-known Paving stones provides optimal compatibility to one effective gearing with an adjacent pavement surface other paving stones or a mixed laying with to allow other paving stones.
- the paving stone according to the invention has individual cams, which to adjacent vertical side edges respectively average distances of 35 mm or 135 mm, and has cam pairs which are adjacent to vertical Side edges each mean distances of 34.5 mm and 134.5 respectively have, in this case, the cams of the cam pairs from each other a mean distance of 33 mm.
- the invention further provides, the paving stone in particular with a square pitch of 200 mm train. This results in a large number of known Paving stones for combination with the invention Paving stone in question, since the common grid is common as Multiples of a basic grid with 5 cm side length formed are.
- the individual cams in the Top view trapezoidal form. This is a level contact surface with adjacent paving stones created and a notch effect in the area of the cams largely avoided.
- cams which form the cam pair are in plan view in the form of a circle segment shape.
- the cams are rounded Side surfaces on which the insertion of a cam of a adjacent paving stone between the pair of cams facilitate.
- the single cam at the transition in the side surface with a width of 26 mm in particular form, the cams of the cam pair at the transition into the Side surface with a secant length of in particular 13.9 mm train the single cam with a depth of In particular, 5.5 mm to dimension and the cams of Cam pair with a depth of 4 mm in particular dimension.
- This allows it to be between the cams of the Cam pair and a side surface of an adjacent Paving stone a gap of 2.5 mm in particular form, since the single cam of the cam pair only clamping be seized and the single cam not at the Side surface of the adjacent paving stone is applied.
- the contact area between the adjacent ones Paving stones kept small and allows easy Shifts to compensate for tolerances between the individual paving stones, the paving stones through the Single cams are kept at the desired distance.
- FIG. 1 a shows a plan view of a paving stone 1. This has a square top surface 2 with a side length L 2 . Perpendicular to the top surface 2 side surfaces 3 to 6 are arranged. These meet in an idealized consideration on vertical side edges 7 to 10 on each other. At the adjoining side surfaces 5 and 6, two individual cams 11, 12 and 13, 14 are arranged in each case. The individual cams 11 to 14 each have mean distances A 11 , A 12 and A 13 , A 14 for a side edge 8 or 9 following the clockwise direction on the side surface 5 and 6, respectively. At the adjoining side surfaces 3 and 4 are each two pairs of cams 15, 16 and 17, 18 are arranged. These each consist of two cams 19 and 20.
- the cam pairs 15 to 18 have to a counterclockwise on the side surface 3 and 4 following side edge 7 and 8 respectively average distances A 15 , A 16 and A 17 , A 18 , Dashed lines a square grid R 1 is drawn, which has a grid length RL 1 .
- the individual cams 11 to 14 form isosceles trapezoids T, which rest against the side surfaces 5 and 6 with a long base side LGT.
- the long base LGT has a length L LGT .
- a short base side KGT with a length L KGT is at a distance T EN to the respective side surface 5 or 6.
- the distance T EN of the short base side KGT to side surface 5 or 6 thus corresponds to a depth of the single cam 11, 12, 13 or 14.
- the cams 19, 20 of the cam pairs 15 to 18 form circle segments K, which abut with a secant S K on the side surfaces 3 and 4, respectively.
- the secants S K have a length L SK .
- the cams 19, 20 have a depth T 19 and T 20 .
- the cams 19 and 20 of the cam pairs 15 to 18 have a mean distance A 19-20 .
- the cam pairs 15, 16 and 17, 18 are each arranged at a distance A 15-16 and A 17-18 .
- the individual cams 11, 12 and 13, 14 each have spacings A 11-12 and A 13-14 .
- FIG. 1b shows a section through the paving stone 1 shown in FIG. 1a along the section line Ib-Ib.
- the individual cam 12 can be seen, which runs on the side surface 5 up to a bottom surface 21 of the paving stone 1.
- the paving stone 1 has a height H 1 .
- FIG 1c is a section through the in the figure 1a shown paving stone 1 along the section line Ic-Ic shown. On average, which is arranged on the side wall 4 Cams 19 of the cam pair 17 can be seen in the side view.
- FIG. 2 a shows a plan view of a paving stone 100, which is designed as a channel element 100.
- the channel element 100 is constructed in a grid R 100 corresponding to the grid R 1 of the paving block 1 shown in FIGS. 1 a to 1 c, which has a grid length RL 100 on longitudinal sides 101 and 102.
- two circular-segment-shaped cams 103 and 104 are arranged in plan view, which have mean distances A 103 and A 104 to an idealized side edge 105.
- the cams 103 and 104 have a mean distance A 103-104 to each other.
- the cams 103 and 104 thus come to lie next to the cams 11 and 12 or 13 and 14 of the paving stone 1, when it is aligned with one of its side walls 5 or 6 parallel to the side wall 102 of the gutter element (In the figure 1a, the cam 103 is indicated next to the single cam 13).
- FIG. 2b this is shown in FIG. 2a Channel element shown from an arrow direction IIb.
- this plan view of a side wall 106 are further cams 107-109.
- a mean distance each to understand a distance which refers to the geometric center of a single cam, a cam of a Cam pair or a cam pair refers.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
- Figur 1a:
- eine Draufsicht auf einen erfindungsgemäßen Pflasterstein,
- Figur 1b:
- einen Schnitt durch den in der Figur 1a gezeigten Pflasterstein entlang der Schnittlinie Ib-Ib,
- Figur 1c:
- einen Schnitt durch den in der Figur 1a gezeigten Pflasterstein entlang der Schnittlinie Ic-Ic,
- Figur 2a:
- eine Draufsicht auf ein bekanntes Rinnensteinelement zur Kombination mit dem erfindungsgemäßen Pflasterstein und
- Figur 2b
- eine Seitenansicht auf das in der Figur 2a dargestellte Rinnensteinelement aus einer Pfeilrichtung IIb.
A11 = A13 = 35 mm | A12 = A14 =135 mm |
A11-12 = A13-14 = 100 mm | |
A15 = A17 = 34,5 mm | A16 = A18 = 134,5 mm |
A15-16 = A17-18 = 100 mm | |
A19-20 = 33 mm | A103 = 17 mm |
A104 = 117 mm | L2 = 194 mm |
LKGT = 16 mm | LLGT = 26 mm |
LSK = 13, 9 mm | RL1 = 200 mm |
TEN = 5,5 mm < L2 / 30 = 194 mm / 30 = 6,5 mm | |
T19 = T20 = 4 mm < L2 / 30 = 194 mm / 30 = 6, 5 mm |
RL100 = 200 mm = RL1 | A103 = 17 mm |
A104 = 117mm | A103-104 = 100 mm = A11-12 = A13-14 |
- 1
- Pflasterstein
- 2
- Deckfläche von 1
- 3 - 6
- Seitenflächen von 1
- 7 -10
- senkrechten Seitenkanten von 1
- 11 - 14
- Einzelnocken von 1
- 15 - 18
- Nockenpaare von 1
- 19, 20
- Nocken von 15 bis 18
- 21
- Bodenfläche von 1
- 100
- Pflasterstein, Rinnenelement
- 101, 102
- Seitenwand von 100
- 103, 104
- kreissegmentförmige Nocken von 100
- 105
- idealisierten Seitenkante von 100
- 106
- Seitenwand von 100
- 107 - 109
- Nocken von 100
- 110
- Oberseite von 100
- A11' A12, A13, A14
- mittlerer Abstand
- A11-12, A13-14
- Abstand
- A15, A16, A17, A18
- mittlerer Abstand
- A15-16, A17-18
- Abstand
- A19-20
- mittleren Abstand zwischen 19 und 20
- A103, A104
- mittlerer Abstand
- H1
- Höhe von 1
- K
- Kreissegmente
- L2
- Kantenlänge bzw. Seitenlänge von 2
- KGT
- kurze Grundseite
- LKGT
- Länge von KGT
- LGT
- langen Grundseite
- LLGT
- Länge von LGT
- LSK
- Länge von SK
- R1
- Raster von 1
- RL1
- Rasterlänge von 1
- R100
- Raster von 100
- RL100
- Rasterlänge von 100
- SK
- Sekante
- T
- gleichschenkliges Trapez
- TEN
- Tiefe von 11 - 14
- T19 bzw. T20
- Tiefe von 19 bzw. 20
Claims (5)
- Pflasterstein (1) vorzugsweise aus Beton mit einer quadratischen Deckfläche (2) mit einer Kantenlänge (L2) und hierzu senkrechten Seitenflächen (3 - 6), wobei zwei aneinandergrenzende Seitenflächen (5, 6) jeweils zwei Einzelnocken (11 - 14) und zwei weitere aneinandergrenzende Seitenflächen (4, 5) jeweils zwei Nockenpaare (15 - 18) aufweisen, wobei die Tiefen (TEN) der Einzelnocken (11 - 14) und die Tiefen (T19, T20) der Nocken (19, 20) der Nockenpaare (15 - 18) kleiner sind als 1/30 einer Kantenlänge (L2) der Deckfläche (2), dadurch gekennzeichnet, dass die Einzelnocken (11 - 14) zu benachbarten senkrechten Seitenkanten (8, 9) jeweils mittlere Abstände (A11, A13 bzw. A12, A14) von 35 mm bzw. 135 mm aufweisen und dass die Nockenpaare (15 - 18) zu benachbarten senkrechten Seitenkanten (7, 8) jeweils mittlere Abstände (A15, A17 bzw. A16, A18) von 34,5 mm bzw. 134,5 mm aufweisen, wobei die Nocken (19, 20) der Nockenpaare (15 - 18) voneinander einen mittleren Abstand (A19-20) von 33 mm aufweisen.
- Pflasterstein nach Anspruch 1, dadurch gekennzeichnet, dass der Pflasterstein (1) ein quadratisches Rastermaß (RL1) von 200 mm aufweist.
- Pflasterstein nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Einzelnocken (11 - 14) in der Draufsicht ein Trapez (T) bildet.
- Pflasterstein nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Nocken (19, 20) des Nockenpaares (15 - 18) in der Draufsicht ein Kreissegment (K) bildet.
- Pflasterstein nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass der Einzelnocken (11 - 14) am Übergang in die Seitenfläche (3 - 6) eine Breite (LLGT) von insbesondere 26 mm aufweist, dass die Nocken (19, 20) des Nockenpaares (15 - 18) am Übergang in die Seitenfläche (3 - 6) eine Sekantenlänge (LSK) von insbesondere 13,9 mm aufweist, das der Einzelnocken (11 - 14) die Tiefe (TEN) von insbesondere 5,5 mm aufweist und dass die Nocken (19, 20) des Nockenpaares (15 - 18) die Tiefe (T19, T20) von insbesondere 4 mm aufweisen.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10340594 | 2003-09-01 | ||
DE10340594 | 2003-09-01 | ||
DE20316235U | 2003-10-20 | ||
DE20316235U DE20316235U1 (de) | 2003-09-01 | 2003-10-20 | Pflasterstein |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1512793A2 true EP1512793A2 (de) | 2005-03-09 |
EP1512793A3 EP1512793A3 (de) | 2005-08-31 |
EP1512793B1 EP1512793B1 (de) | 2008-07-16 |
Family
ID=34137323
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20040020358 Expired - Lifetime EP1512793B1 (de) | 2003-09-01 | 2004-08-27 | Pflasterstein |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP1512793B1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2431523A3 (de) * | 2010-09-21 | 2013-01-30 | Lithonplus GmbH & Co. KG | Profiliert geneigtes Rinnensteinsystem |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001059217A1 (de) | 2000-02-08 | 2001-08-16 | Sf-Kooperation Gmbh Beton-Konzepte | Bausatz aus pflastersteinen bzw. pflasterplatten aus beton |
-
2004
- 2004-08-27 EP EP20040020358 patent/EP1512793B1/de not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001059217A1 (de) | 2000-02-08 | 2001-08-16 | Sf-Kooperation Gmbh Beton-Konzepte | Bausatz aus pflastersteinen bzw. pflasterplatten aus beton |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2431523A3 (de) * | 2010-09-21 | 2013-01-30 | Lithonplus GmbH & Co. KG | Profiliert geneigtes Rinnensteinsystem |
Also Published As
Publication number | Publication date |
---|---|
EP1512793B1 (de) | 2008-07-16 |
EP1512793A3 (de) | 2005-08-31 |
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