EP2966223A1 - Pavé autobloquant et revêtement comprenant un tel pavé - Google Patents

Pavé autobloquant et revêtement comprenant un tel pavé Download PDF

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Publication number
EP2966223A1
EP2966223A1 EP15001987.5A EP15001987A EP2966223A1 EP 2966223 A1 EP2966223 A1 EP 2966223A1 EP 15001987 A EP15001987 A EP 15001987A EP 2966223 A1 EP2966223 A1 EP 2966223A1
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EP
European Patent Office
Prior art keywords
composite
primary
sections
paving stone
primary composite
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
Application number
EP15001987.5A
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German (de)
English (en)
Other versions
EP2966223B1 (fr
Inventor
Detlef Schröder
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Individual
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Individual
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Priority to SI201531903T priority Critical patent/SI2966223T1/sl
Priority to HRP20221409TT priority patent/HRP20221409T1/hr
Priority to RS20221077A priority patent/RS63823B1/sr
Publication of EP2966223A1 publication Critical patent/EP2966223A1/fr
Application granted granted Critical
Publication of EP2966223B1 publication Critical patent/EP2966223B1/fr
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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 present invention relates to a paving stone having a top surface, a bottom surface and a plurality of side surfaces, wherein on at least one side surface a plurality of parallel vertical projecting ridge-shaped composite sections arranged in the laid state of the paving stone with composite sections on a side surface of a neighboring paving stone by Zahnstangenart but only interact with minimal contact.
  • Appropriate composite systems of paving stones serve to secure against shifting between two paving stones with a corresponding horizontal load (for example, truck braking operations).
  • a joint assembly system is usually in the floor plan by rack type, but only with minimal contact on the side surfaces of the stones arranged vertical strip-shaped sections, with appropriately arranged vertical strip-shaped sections on the side surfaces of the neighboring stones largely contact-free meshing of the teeth of adjacent stones prevent displacement of the stones in the joint direction against each other.
  • the present invention has for its object to provide a paving stone of the type described above, with which can be laid against horizontal displacements particularly resistant pavement surfaces.
  • a paving stone of the specified type characterized in that the paving stone in the lower region on at least one side surface a primary composite system with a primary composite section and in the area above it one of them geometrically and functionally different secondary composite system comprising the parallel vertical strip-shaped composite sections as secondary composite sections, wherein the primary composite section is formed to provide a narrow joint when laid to the primary composite section and / or the side surface of the adjacent block, and the secondary composite sections are formed so as to give the secondary composite sections and / or the side surface of the neighboring stone in comparison to a wide gap.
  • a paving stone with two composite systems fulfilling different functions is provided.
  • the double-joint system according to the invention utilizes the circumstance that in the laid state in the lower stone area no loads critical for the paving structure are transferred to the neighboring stone, so that consequently there is only a very small buffering requirement in this region which is uncritical for the stone according to the invention narrow gap can be met.
  • a primary composite system in the manner of racks, but with minimal contact with narrow joints (without effective buffering between the composite sections of adjacent stones) is used, because of the small width of the joints, a displacement of adjacent stones against each other on one for the system uncritical measure reduced.
  • a secondary composite system in the upper stone area also in the manner of racks with the usual conventional systems distances between the composite sections of adjacent stones to accommodate the particularly critical in the upper critical stone area buffering grout supplements the system.
  • the inventive goal is achieved, while maintaining the damaging in other systems but necessary distances between the composite sections of adjacent stones causing possible damage in these systems pavement damage shifts between adjacent stones on the effect of the narrow joints of the primary composite system.
  • the laying is simplified with the paving stone according to the invention, since the laying of the appropriate joint widths automatically (the paving stones can be set directly against each other) and because the joint width is automatically specified in the upper critical joint area by the lower primary composite system. Furthermore, a lower joint termination is achieved by the primary composite system. It is achieved by the fact that joint material can escape only in (very) small extent down.
  • the primary composite system is designed so that its primary composite portion when laid forms a narrow gap to the primary composite portion of the primary composite system of the neighboring brick. In the installed state, therefore, the stones in the lower area (in the area of the primary composite system) are separated by a narrow gap. This should not exclude that in this area, the joint width may vary slightly, for example, by an inaccurate production of stones, stone abrasion etc.
  • the primary composite section of the primary composite system is formed by a continuous horizontal strip.
  • the composite sections of the secondary composite system extend at a distance from each other upwards.
  • the mutually complementary horizontal strips of the neighboring stones engage each other in such a way that a narrow gap results in comparison.
  • the continuous horizontal bar can be meandering, for example, on its front side, but also assume other shapes, for example, any shaped protrusions and recesses.
  • the primary composite portion is formed by a plurality of individual protruding composite portions. These individual composite sections of neighboring stones engage in the laid state, preferably with a small distance between the arranged according to rack type composite sections of adjacent stones into each other.
  • the primary composite portion for example in the form of the continuous horizontal bar or the plurality of individual composite sections, in the direction perpendicular to the associated side surface is more than the composite sections of the secondary composite system.
  • the individual composite sections are preferably arranged in extension of the composite sections of the primary composite system. This results, therefore, depending on the embodiment, at the end face of the composite sections a jump or no jump between the two composite systems. There is no crack if the individual composite sections of the primary composite section do not protrude further than the composite sections of the secondary composite system.
  • the continuous horizontal strip or the individual composite sections of the primary composite system can have small protruding projections.
  • Such approaches may extend over the entire height of the primary composite section or over only a portion of that height. They are used when a certain minimum is required 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 portion extends over about 1/10-1 / 5 of the height of a side surface of the paving stone. This is not limitative. It is important that the primary composite system is located in the lower uncritical stone area where less or no forces or moments are caused by horizontal forces acting on the top of the paving stones with corresponding turning effects.
  • the primary composite system is configured so that its primary composite portion tapers slightly upwardly.
  • the present invention further relates to a patch composed of a plurality of such paving stones.
  • FIG. 1 shows two conventional paving stones 1, 2, which have rectangular shape in horizontal section. Both paving stones are provided on their side surfaces with corresponding composite sections 3, in which case only the composite sections are each shown on one side surface.
  • the composite sections 3 are strip-shaped vertical projecting sections, which are formed approximately semicircular in horizontal section.
  • the composite sections 3 are arranged at a distance from each other, wherein the composite sections of a neighboring stone engage in the spaces between the composite sections of the other stone like a rack. In this way, a corresponding displacement protection against horizontal thrust is formed, the interlocking composite sections, however, not close to each other, but leave corresponding buffer spaces for joint material.
  • FIG. 2 shows a spatial view of the interlocking composite systems of two juxtaposed paving stones 10, 11 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 surface.
  • 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 of FIG FIG. 1 illustrated embodiment of the prior art correspond. These composite sections 13 protrude from the respective side surface, are formed approximately semicircular and have a corresponding distance from each other. How one FIG. 2 can take a buffer space between the individual composite sections 13 of the secondary composite system 12 of the neighboring stones formed, which is to be filled with suitable grout material.
  • the arranged in the lower region primary composite system 14 has a primary composite portion 15, which is formed in this embodiment as a continuous horizontal bar, which is composed of louder same composite elements A.
  • the narrow gap between the composite elements of adjacent stones is formed serpentine, wherein in the juxtaposed state of the two stones, the two primary composite sections 15 are rack-like engaged with each other.
  • the protruding portions 15 of the composite system 14 are disposed in extension of the composite sections 13 of the secondary composite system 12 and project further in the direction perpendicular to the side surface of the block than are the composite sections 13. Between the composite sections 13 and the protruding portions of the continuous strip of the primary composite system 14 is thereby formed a step. In the juxtaposed state, the composite portions 13 of the Secondary composite system both to the side surface of the neighboring stone and to the composite sections 13 of the neighboring stone at a distance that receives grout material for buffering the high stone area to be transmitted forces.
  • the lower primary composite systems 14 are not of a continuous bar, as in the embodiment of FIG. 2 These stand perpendicular to the side surface just as far as the overlying secondary composite sections 13 of the secondary composite system 12.
  • front small projections 16 are provided which form a laying aid , In this embodiment, therefore, there is a narrow gap between the primary composite sections 15, into which extend the lugs 16 which are used when a certain minimum width is to be secured for the narrow joints.
  • the secondary composite sections 13 of the secondary composite system 12 are formed substantially the same as the secondary composite sections 13 of the embodiment of FIG. 2 , except that they have a flattened middle area on the front side.
  • the different width joints between the primary and secondary composite systems are in FIG. 3 shown.
  • the gap between the secondary Composite sections 13 of the secondary composite systems 12 is identified at 17, while the joint between the composite sections 15 of the two primary composite systems is shown at 18.
  • FIG. 4 shows a further embodiment in which the primary composite portion 15 tapers slightly upwards and passes over a step in the secondary composite sections 13.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
EP15001987.5A 2014-07-12 2015-07-03 Pave autobloquant et revetement comprenant un tel pave Active EP2966223B1 (fr)

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
HRP20221409TT HRP20221409T1 (hr) 2014-07-12 2015-07-03 Blokirajući kamen za popločavanje i pločnik koji ga sadrži
RS20221077A RS63823B1 (sr) 2014-07-12 2015-07-03 Kamen za popločavanje koji se medjusobno uklapa i površina pokrivena njime

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 true EP2966223A1 (fr) 2016-01-13
EP2966223B1 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) PL2966223T4 (fr)
RS (1) RS63823B1 (fr)
SI (1) SI2966223T1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018010067A1 (de) 2018-11-21 2020-05-28 Detlef Schröder Pflasterstein mit Versickerungsbereich und damit hergestelltes Pflaster
US11384487B2 (en) * 2018-08-01 2022-07-12 Detlef SCHROEDER Paver and pavement made therefrom

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4339816A1 (de) * 1993-11-23 1995-06-01 Weber Hans Juergen Pflasterelement
EP1036882A1 (fr) * 1999-03-15 2000-09-20 FIEGE & BERTOLI GmbH & Co. KG. Pierre artificielle pour revêtements
EP1335069A2 (fr) * 2002-02-07 2003-08-13 Kombilith GmbH Entwicklung und Verwertung Pierre artificielle pour revêtements
DE202006013475U1 (de) * 2006-08-25 2006-11-09 Schlupp, Klaus Pflaster- oder Formstein mit Gelenkelementen zur Verlegung im Verband

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2527533B1 (fr) * 2011-05-23 2014-10-29 Etablissements Heinrich Bock et Cie S.P.A.S. Pavé en béton autobloquant

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4339816A1 (de) * 1993-11-23 1995-06-01 Weber Hans Juergen Pflasterelement
EP1036882A1 (fr) * 1999-03-15 2000-09-20 FIEGE & BERTOLI GmbH & Co. KG. Pierre artificielle pour revêtements
EP1335069A2 (fr) * 2002-02-07 2003-08-13 Kombilith GmbH Entwicklung und Verwertung Pierre artificielle pour revêtements
DE202006013475U1 (de) * 2006-08-25 2006-11-09 Schlupp, Klaus Pflaster- oder Formstein mit Gelenkelementen zur Verlegung im Verband

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11384487B2 (en) * 2018-08-01 2022-07-12 Detlef SCHROEDER Paver and pavement made therefrom
DE102018010067A1 (de) 2018-11-21 2020-05-28 Detlef Schröder Pflasterstein mit Versickerungsbereich und damit hergestelltes Pflaster
WO2020103966A1 (fr) 2018-11-21 2020-05-28 Schroeder Detlef Pavé pourvu d'une zone de percolation et pavage fabriqué au moyen de celle-ci

Also Published As

Publication number Publication date
DE102014010411A1 (de) 2016-01-14
RS63823B1 (sr) 2023-01-31
HRP20221409T1 (hr) 2023-01-20
EP2966223B1 (fr) 2022-08-24
PL2966223T3 (pl) 2023-03-27
HUE060324T2 (hu) 2023-02-28
ES2930526T3 (es) 2022-12-14
SI2966223T1 (sl) 2023-02-28
PL2966223T4 (pl) 2023-03-27

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