EP2966223B1 - Pave autobloquant et revetement comprenant un tel pave - Google Patents
Pave autobloquant et revetement comprenant un tel pave Download PDFInfo
- Publication number
- EP2966223B1 EP2966223B1 EP15001987.5A EP15001987A EP2966223B1 EP 2966223 B1 EP2966223 B1 EP 2966223B1 EP 15001987 A EP15001987 A EP 15001987A EP 2966223 B1 EP2966223 B1 EP 2966223B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- primary
- paving
- stone
- connecting portions
- neighboring
- 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.)
- Active
Links
- 239000004575 stone Substances 0.000 claims description 96
- 239000000463 material Substances 0.000 claims description 17
- 230000003139 buffering effect Effects 0.000 claims description 9
- 239000002131 composite material Substances 0.000 description 108
- 238000006073 displacement reaction Methods 0.000 description 10
- 150000001875 compounds Chemical class 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 241000270295 Serpentes Species 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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
- 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 present invention relates to a paving stone with a top surface, a bottom surface and a multiplicity of side surfaces, with a multiplicity of parallel vertical projecting strip-shaped composite sections being arranged on at least one side surface, which, when the paving stone is in the laid state, are connected to composite sections on a side surface of an adjacent paving stone in a rack-and-pinion manner , but only interact with minimal contact.
- Corresponding composite systems of paving stones are used to prevent displacement between two paving stones in the event of a corresponding horizontal load (e.g. truck braking).
- a joint bonding system usually consists of vertical strip-shaped sections arranged in the plan like a rack and pinion, but only with minimal contact on the side surfaces of the stones, which, with correspondingly arranged vertical strip-shaped sections on the side surfaces of the neighboring stones, cause a displacement by largely contact-free meshing of the teeth of neighboring stones prevent the stones in the direction of the joint against each other.
- a cobblestone is known.
- a lower primary composite system is formed by so-called joint securing sections, which are designed in the form of strips or bases.
- joint securing sections which are designed in the form of strips or bases.
- EP 1 335 069 thus discloses a paving stone having a top surface, a bottom surface and a plurality of side surfaces, with a plurality of parallel vertical projecting strip-shaped composite sections being arranged on at least one side surface, which in the laid state of the paving stone cooperate with composite sections on a side surface of an adjacent same paving stone in a rack-and-pinion manner , wherein the paving stone in the lower area on the at least one side face has a primary composite system with a primary composite section and in the area above it a secondary composite system that is geometrically and functionally different from the primary composite system and that includes the parallel vertical strip-shaped composite sections as secondary composite sections, wherein the primary composite portion is formed so that in the laid state results in a narrow joint to the primary composite section and/or the side surface of the neighboring block, and the secondary composite sections are designed in such a way that there is a comparatively wide joint to the secondary composite sections and/or the side surface of the neighboring block, and wherein the primary The composite section is formed by a large number
- the paving element described has a base with flat side surfaces and projecting composite sections arranged above them. When laying of the paving elements, the flat side surfaces of adjacent elements abut against each other.
- the DE 20 2006 013 475 U1 describes a paver having lower primary bond sections and upper secondary bond sections. When the stones are laid, the lower composite sections collide with the flat side surfaces of neighboring stones .
- the EP 1 036 882 A1 describes a paver having vertical batten-shaped top bond sections and horizontal batten-shaped bottom compound sections between the top compound sections.
- the upper bonded sections of one block abut against the lower bonded sections of the other block, resulting in point or linear contact between the bonded sections.
- the lower composite sections are destroyed when the pavement is jarred.
- the present invention is based on the object of creating a paving stone of the type described at the outset with which paving surfaces that are particularly resistant to horizontal displacements can be laid.
- this object is achieved by a paving stone according to patent claim 1 .
- a paving stone with two composite systems that fulfill different functions is thus made available.
- the double joint bonding system according to the invention makes use of the fact that in the laid state in the lower stone area no critical loads for the paving structure are transferred to the neighboring stone, so that as a result there is only a very low buffering requirement in this area, which is not critical for the stone according to the invention, which also applies to a narrow joint can be met.
- a primary bonded system of the rack and pinion type is used, but with minimal contact with narrow joints (without effective buffering between the bonded sections of adjacent bricks), which, because of the narrow width of the joints, allows for displacement of adjacent bricks relative to one another at a for the system reduced to an uncritical extent.
- the system is supplemented by a secondary composite system in the upper block area, also in the manner of toothed racks with the distances between the compound sections of adjacent blocks that are usual in conventional systems to accommodate the buffering joint material that is particularly necessary in the upper critical block area.
- the inventive goal is achieved, while maintaining the damage-prone but necessary distances between the composite sections of adjacent stones in other systems that cause possible pavement damage in these systems To rule out displacements between adjacent stones via the effect of the narrow joints of the primary composite system.
- laying is simplified with the paving stone according to the invention, since the joint widths according to the guidelines are automatically set during laying (the paving stones can be placed directly against one another) and since the joint width in the upper critical joint area is automatically specified by the lower primary composite system. Furthermore, the primary composite system achieves a lower joint closure. This is achieved by the fact that the joint material can only escape downwards to a (very) small extent.
- the primary composite system is designed in such a way that its primary composite section forms a narrow joint with the primary composite section of the primary composite system of the neighboring block when laid. Therefore, when laid, the stones in the lower area (in the area of the primary composite system) are separated by a narrow joint. This should not rule out the possibility that the joint width can also vary slightly in this area, for example due to imprecise manufacture of the stones, corresponding stone abrasion, etc.
- the design of the primary composite section of the primary composite system is concerned, in a first embodiment of the invention it is formed by a continuous horizontal bar. Starting from this bar, the composite sections of the secondary composite system extend upwards at a distance from one another. When the stones are placed next to each other, the horizontal strips of the neighboring stones, which are designed to complement one another, interlock in such a way that a comparatively narrow joint results.
- the continuous horizontal strip can, for example, be designed to meander on its front side, but also others Take forms, for example, have projections and recesses of any shape.
- the primary composite section is formed from a plurality of discrete projecting composite sections. In the laid state, these individual bonded sections of adjacent blocks preferably interlock with a small spacing between the bonded sections of adjacent blocks arranged in the manner of a toothed rack.
- the primary composite section in the form of the continuous horizontal strip or the multiplicity of individual composite sections protrudes further than the composite sections of the secondary composite system.
- the individual secondary composite sections are arranged as an extension of the composite sections of the primary composite system. This results in a jump between the two composite systems at the end face of the composite sections.
- the continuous horizontal strip or the individual composite sections of the primary composite system can have small protruding projections.
- Such lugs may extend the full height of the primary composite section or only a portion of that height. They are used when a certain minimum size is to be achieved for the narrow joints of the primary composite system.
- the primary composite system is arranged in the lower area of at least one side surface.
- the primary composite section preferably extends over about 1/10-1/5 of the height of a side face of the paving stone. This does not constitute a limitation. It is important that the primary composite system is arranged in the lower, non-critical area of the stone, where there are fewer or no forces or moments that are caused by horizontal forces acting on the upper side of the paving stones with the corresponding rotational effects.
- the primary composite system is formed such that its primary composite section tapers slightly upwards.
- the present invention also relates to a paving composed of a plurality of such paving stones.
- figure 1 shows two conventional paving stones 1, 2, which have a rectangular shape in horizontal section. Both paving stones are provided with corresponding composite sections 3 on their side surfaces, only the composite sections on one side surface being shown here.
- the composite sections 3 are strip-shaped, vertically protruding sections which are approximately semicircular in horizontal section.
- the composite sections 3 are arranged at a distance from one another, with the composite sections of a neighboring stone engaging in the interspaces between the composite sections of the other stone in the manner of a toothed rack. As a result, a corresponding shift protection against horizontal thrust is formed, with the interlocking composite sections, however, not being close to one another, but leaving corresponding buffer spaces for joint material.
- figure 2 shows a three-dimensional view of the interlocking composite systems of two paving stones 10, 11 placed one against the other according to the invention.
- the paving stones each have a lower primary composite system 14 and an upper secondary composite system 12 on at least one side face.
- the upper secondary Composite system 12 has a series of strip-shaped composite sections 13, which essentially correspond to the strip-shaped composite sections 3 in figure 1 illustrated embodiment correspond to the prior art. These composite sections 13 protrude from the respective side surface, are approximately semi-circular and have a corresponding distance from one another. How one figure 2 can be seen, a buffer space is formed between the individual composite sections 13 of the secondary composite system 12 of the neighboring stones, which is to be filled with suitable joint material.
- the primary composite system 14 arranged in the lower area has a primary composite section 15 which, in this embodiment, is designed as a continuous horizontal strip composed of nothing but the same composite elements A.
- the narrow joint between the composite elements of adjacent stones is designed in the form of a snake, with the two primary composite sections 15 being in engagement with one another in the manner of a toothed rack when the two stones are placed one against the other.
- the protruding sections 15 of the composite system 14 are arranged in extension of the composite sections 13 of the secondary composite system 12 and protrude further in the direction perpendicular to the side surface of the block than the composite sections 13. Between the composite sections 13 and the protruding areas of the continuous strip of the primary composite system 14 a step is formed.
- the bonded sections 13 of the secondary bonded system In the assembled state, the bonded sections 13 of the secondary bonded system have a spacing both from the side surface of the neighboring stone and from the bonded sections 13 of the neighboring stone, which joint material absorbs the high forces to be transmitted in the upper stone area.
- figure 3 12 shows a further embodiment in which the primary composite section 15 tapers slightly upwards and merges into the secondary composite sections 13 via a step.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Claims (7)
- Pavé comprenant une surface supérieure, une surface inférieure et une pluralité de surfaces latérales, dans lequel une pluralité de sections d'interconnexion en forme de baguettes verticales parallèles en saillie sont disposées sur au moins une surface latérale, lesquelles coopèrent à la façon d'une crémaillère avec des sections d'interconnexion sur une surface latérale d'un pavé similaire adjacent dans l'état posé du pavé, dans lequel le pavé (10, 11) présente un système d'interconnexion primaire (14) avec une section d'interconnexion primaire (15) dans la région inférieure sur l'au moins une surface latérale et un système d'interconnexion secondaire (12) dans la région au-dessus, lequel se distingue du système d'interconnexion primaire du point de vue géométrique et fonctionnel et comporte les sections d'interconnexion en forme de baguettes verticales parallèles en tant que sections d'interconnexion secondaires (13), dans lequel la section d'interconnexion primaire (15) est conçue de manière à former un joint étroit par rapport à la section d'interconnexion primaire (15) et/ou à la surface latérale du pavé adjacent (10, 11) dans l'état posé, et les sections d'interconnexion secondaires (13) sont conçues de manière à former un joint comparativement large par rapport aux sections d'interconnexion secondaires (13) et/ou à la surface latérale du pavé adjacent (10, 11), et dans lequel la section d'interconnexion primaire (15) est constituée d'une pluralité de sections d'interconnexion individuelles en saillie, dans lequel le système d'interconnexion primaire (14) est conçu de telle façon que sa section d'interconnexion primaire (15) s'applique par complémentarité de forme sur la section d'interconnexion primaire (15) du système d'interconnexion primaire (14) du pavé adjacent (10, 11) dans l'état posé, dans lequel
la section d'interconnexion primaire (15) fait saillie plus loin que les sections d'interconnexion en forme de baguettes verticales (13) du système d'interconnexion secondaire (12), de manière à former un gradin entre les sections d'interconnexion en forme de baguettes verticales (13) et la section d'interconnexion primaire en saillie (15), et les sections d'interconnexion en forme de baguettes verticales (13) du système d'interconnexion secondaire présentent un espacement aussi bien par rapport à la surface latérale du pavé adjacent que par rapport aux sections d'interconnexion en forme de baguettes verticales (13) dans l'état juxtaposé des pavés, lequel accueille du matériau de joint pour amortir les forces à transmettre dans la région de pavé supérieure. - Pavé selon la revendication 1, caractérisé en ce que le système d'interconnexion primaire (14) est conçu de manière à ce que la section d'interconnexion primaire (15) s'affine légèrement vers le haut.
- Pavé selon la revendication 1 ou 2, caractérisé en ce que la pluralité de sections d'interconnexion individuelles en saillie sont réunies en une baguette horizontale continue.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que les différentes sections d'interconnexion (15) du système d'interconnexion primaire (14) sont disposées dans le prolongement des sections d'interconnexion (13) du système d'interconnexion secondaire (12).
- Pavé selon l'une des revendications précédentes, caractérisé en ce que le joint entre les sections d'interconnexion primaires de pavés adjacents (15) est en forme de méandres.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que la section d'interconnexion primaire (15) s'étend sur environ 1/10 à 1/5 de la hauteur d'une surface latérale du pavé (10, 11).
- Pavage assemblé à partir d'une pluralité de pavés (10, 11) selon les revendications précédentes.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI201531903T SI2966223T1 (sl) | 2014-07-12 | 2015-07-03 | Povezani tlakovci in tlakovanje z njimi |
RS20221077A RS63823B1 (sr) | 2014-07-12 | 2015-07-03 | Kamen za popločavanje koji se medjusobno uklapa i površina pokrivena njime |
HRP20221409TT HRP20221409T1 (hr) | 2014-07-12 | 2015-07-03 | Blokirajući kamen za popločavanje i pločnik koji ga sadrži |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102014010411.7A DE102014010411A1 (de) | 2014-07-12 | 2014-07-12 | Pflasterstein mit doppeltem Verbundsystem und hiermit verlegtes Pflaster |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2966223A1 EP2966223A1 (fr) | 2016-01-13 |
EP2966223B1 true EP2966223B1 (fr) | 2022-08-24 |
Family
ID=53513919
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15001987.5A Active EP2966223B1 (fr) | 2014-07-12 | 2015-07-03 | Pave autobloquant et revetement comprenant un tel pave |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP2966223B1 (fr) |
DE (1) | DE102014010411A1 (fr) |
ES (1) | ES2930526T3 (fr) |
HR (1) | HRP20221409T1 (fr) |
HU (1) | HUE060324T2 (fr) |
PL (1) | PL2966223T3 (fr) |
RS (1) | RS63823B1 (fr) |
SI (1) | SI2966223T1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20220034044A1 (en) * | 2018-11-21 | 2022-02-03 | Detlef Schröder | Paving stone including an infiltration region and associated method of manufacturing |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102018006064A1 (de) * | 2018-08-01 | 2020-02-06 | Detlef Schröder | Pflasterstein und hieraus hergestelltes Pflaster |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2527533A1 (fr) * | 2011-05-23 | 2012-11-28 | Etablissements Heinrich Bock et Cie S.P.A.S. | Pavé en béton autobloquant |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4339816C2 (de) * | 1993-11-23 | 1997-04-24 | Weber Hans Juergen | Pflasterstein |
DE59904443D1 (de) * | 1999-03-15 | 2003-04-10 | Kombilith Gmbh Entwicklung & Verwertung | Kunststein für Pflasterzwecke |
ATE311498T1 (de) * | 2002-02-07 | 2005-12-15 | Kombilith Gmbh Entwicklung & Verwertung | Kunststein für pflasterzwecke |
DE202006013475U1 (de) * | 2006-08-25 | 2006-11-09 | Schlupp, Klaus | Pflaster- oder Formstein mit Gelenkelementen zur Verlegung im Verband |
-
2014
- 2014-07-12 DE DE102014010411.7A patent/DE102014010411A1/de active Pending
-
2015
- 2015-07-03 RS RS20221077A patent/RS63823B1/sr unknown
- 2015-07-03 ES ES15001987T patent/ES2930526T3/es active Active
- 2015-07-03 SI SI201531903T patent/SI2966223T1/sl unknown
- 2015-07-03 PL PL15001987.5T patent/PL2966223T3/pl unknown
- 2015-07-03 HU HUE15001987A patent/HUE060324T2/hu unknown
- 2015-07-03 HR HRP20221409TT patent/HRP20221409T1/hr unknown
- 2015-07-03 EP EP15001987.5A patent/EP2966223B1/fr active Active
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2527533A1 (fr) * | 2011-05-23 | 2012-11-28 | Etablissements Heinrich Bock et Cie S.P.A.S. | Pavé en béton autobloquant |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20220034044A1 (en) * | 2018-11-21 | 2022-02-03 | Detlef Schröder | Paving stone including an infiltration region and associated method of manufacturing |
Also Published As
Publication number | Publication date |
---|---|
DE102014010411A1 (de) | 2016-01-14 |
EP2966223A1 (fr) | 2016-01-13 |
PL2966223T4 (pl) | 2023-03-27 |
RS63823B1 (sr) | 2023-01-31 |
PL2966223T3 (pl) | 2023-03-27 |
HRP20221409T1 (hr) | 2023-01-20 |
HUE060324T2 (hu) | 2023-02-28 |
SI2966223T1 (sl) | 2023-02-28 |
ES2930526T3 (es) | 2022-12-14 |
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