EP2331752B1 - Pavage de sol constitué de blocs moulés - Google Patents

Pavage de sol constitué de blocs moulés Download PDF

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Publication number
EP2331752B1
EP2331752B1 EP09778500.0A EP09778500A EP2331752B1 EP 2331752 B1 EP2331752 B1 EP 2331752B1 EP 09778500 A EP09778500 A EP 09778500A EP 2331752 B1 EP2331752 B1 EP 2331752B1
Authority
EP
European Patent Office
Prior art keywords
moulded
spacers
blocks
depressions
ground covering
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
EP09778500.0A
Other languages
German (de)
English (en)
Other versions
EP2331752A1 (fr
Inventor
Stephan Steffen
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.)
SF Kooperation GmbH Beton Konzepte
Original Assignee
SF Kooperation GmbH Beton Konzepte
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SF Kooperation GmbH Beton Konzepte filed Critical SF Kooperation GmbH Beton Konzepte
Publication of EP2331752A1 publication Critical patent/EP2331752A1/fr
Application granted granted Critical
Publication of EP2331752B1 publication Critical patent/EP2331752B1/fr
Not-in-force legal-status Critical Current
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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
    • 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
    • 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
    • E01C2201/12—Paving elements vertically interlocking

Definitions

  • the invention relates to a soil cover made of concrete blocks, in particular paving stones or paving slabs, wherein the molded bricks have a rectangular outline shape with four corners between which four upright side surfaces extend, and a top and a bottom, and wherein the bricks arranged side by side in rows and the plurality of rows side by side form the soil cover, and wherein the shaped blocks are arranged so that upright joints between side surfaces of each adjacent blocks are formed, which are fillable with a Fugenhellmaterial, and wherein the blocks are arranged without offset from each other to form a cross-shaped arrangement of Joints, and wherein the shaped stones have toothing means, in particular spacers, which are formed on the upright side surfaces of the molded bricks in order to achieve a bond between the bricks within the soil cover, According to the preamble of claim 1.
  • a soil cover is eg from the DE-29824681-U1 known.
  • Soil covers of this type are known in practice.
  • the problem is the laying of the stones with a cross-shaped arrangement of the joints, also called cross joint. Due to the missing offset of the stones, the joints run through in the longitudinal and transverse direction. In the case of known soil coverings, this leads to the problem of the defective bonding of the molded blocks. In practice, such soil coverings are therefore usually used for low-loaded soil coverings.
  • a ground cover in which the shaped bricks essentially have the shape of two cuboids, which are arranged diagonally offset one above the other. This results in two angularly arranged complementary bearing surfaces. In the area of the (horizontal) support surfaces also functional surfaces are provided for the interlocking of adjacent molded blocks.
  • the invention is based on the object to further develop soil cover of the type mentioned, in particular with regard to an improved load capacity.
  • the stones are arranged in matching relative position within the soil cover, such that transferred due to the engagement of the spacers and depressions horizontal load on a stone on two blocks adjacent rows, wherein a corner arranged spacer of a molded block is engaged with three over corner arranged recesses of three adjacent blocks in the region of a cross-joint.
  • Fig. 1 to 9 on the one hand and 10 to 18 on the other hand, two embodiments of a molded block for creating soil covers are shown. It will initially be the embodiment according to Fig. 1 to 9 described and then the differences between the second embodiment according to 10 to 18 and the first embodiment.
  • the molded block 10 according to Fig. 1 to 9 has a flat top 11, an opposite planar bottom 12 and four upright side surfaces 13, 14, 15, 16.
  • the molded block 10 is rectangular in plan or square formed with four corners 17, 18, 19, 20 in the transition between the side surfaces 13..16. In the region of each corner 17... 20, toothing means are formed on the shaped block 10, namely either spacers 21 or depressions 22, 23, 24.
  • the spacer 21 extends in the region of the corner 19 between the two side surfaces 15 and 16.
  • the spacer 21 is formed substantially cube-shaped with a spacer top 25 of a spacer bottom 26 and four spacer side surfaces 27, 28, 29, 30th
  • the spacer base 26 extends at the level of the underside 12 of the molded block 10. Starting from this, the spacer side surfaces 27..30 extend in the upright direction to about half the height of the molded brick 10. On the top side, the spacer 21 is terminated by the spacer top side 25 which, starting from an imaginary center, descends like a roof in the direction of the spacer side surfaces 27.
  • the spacer 21 extends both in the region of the side surface 16 and in the region of the side surface 15, namely over the corner 19 of time.
  • the spacer side surfaces 27... 30 are formed parallel or perpendicular in plan view to the side surfaces 15, 16.
  • the recesses 22 are adapted to the spacer 21 in terms of position, size and shape.
  • the depressions 22. 22 extend from the underside 12 of the molded block 10 to approximately half the height of the molded block 10.
  • the depressions 22. 24 have depression side surfaces 31, 32 and a depression upper side 33, the depression Top 33 is disposed above the spacer top 25.
  • the recess top 33 is formed according to the roof-shaped shape of the spacer top 25 ( Fig. 6 ).
  • FIGS. 7 to 9 Within the soil cover 34, the conglomerates 10 are laid at a distance to adjacent blocks 10, so that 10 joints are formed between the blocks 10 and the side surfaces 13.16 of the blocks 10, namely Longitudinal joints 35 and transverse joints 36. The conglomerates 10 are further laid so that the longitudinal joints 35 and transverse joints 36 are formed continuously. This leads to a laying of the conglomerates 10 with cross joints, so perpendicularly intersecting longitudinal joints 35 and transverse joints 36. Accordingly, the conglomerates 10 are laid without offset to each other, namely in continuous longitudinal rows 37 and transverse rows 38th
  • the conglomerates 10 are always the same orientation within the Erdreichabdecküng 34, ie, the blocks 10 are arranged such that the spacer 21 always points in the same direction. This results in that a spacer 21 engages in three recesses 22, 23, 24 of three adjacent molded blocks 10 ( Fig. 9 ). This not only leads to a load transfer between adjacent shaped blocks 10 in the direction of the longitudinal rows 37 and transverse rows 38, but also in a "diagonal" direction, namely obliquely over the area of a cross joint on shaped blocks 10 adjacent longitudinal rows 37 and transverse rows 38. In this way despite the laying of the blocks 10 with cross joint ensures a horizontal bond.
  • the interlocking means are also not visible in the case of filled joints 35, 36. It is created in this way a visually appealing image of a soil cover 34, without being given by the Vernierungsstoff losses.
  • the molded block 40 is in accordance with the first embodiment according to the toothing means Fig. 1 to 9 educated.
  • the spacer 41 and the recesses 42 to 44 have a different shape or dimensions than in the first embodiment.
  • the spacer 41 and the depressions 42... 44 are provided with smaller dimensions in the plan view, but have a greater height, which results in particular from the fact that the spacer upper side 25 or the recess upper side 33 has a significantly greater inclination and thus has a much greater height. In this way, the spacer 41 and the depressions 42... 44 extend over almost two thirds of the height of the molded block 10.
  • strip-like projections 47 which are each arranged between a spacer 41 and a recess 42..44 in the region of a corner 17..20 on the one hand and spacers 45 and depressions 46 on the other.
  • the projections 47 serve to maintain a certain minimum width of the longitudinal joints 35 and transverse joints 36.
  • the projections 47 are not exactly opposite to the side surfaces 13.16 arranged, but with offset from one another, so that the projections 47 do not abut against each other, but are arranged side by side and abut an opposite side surface 13..16.

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

Claims (11)

  1. Pavage de sol constitué de blocs moulés (10, 40) en béton, en particulier de pavés ou de dalles de pavage, les blocs moulés (10, 40) présentant une forme en plan rectangulaire avec quatre coins (17, 18, 19, 20) entre lesquels s'étendent quatre faces latérales verticales (13, 14, 15, 16), ainsi qu'un côté supérieur (11) et un côté inférieur (12), et les blocs moulés (10, 40) étant disposés les uns à côté des autres en rangées (37, 38) et plusieurs rangées (37, 38) les unes à côté des autres formant le pavage de sol (34), et les blocs moulés (10, 40) étant disposés de telle sorte que des joints verticaux (35, 36) soient formés entre des faces latérales (13..16) de blocs moulés respectivement adjacents (10, 40), lesquels peuvent être remplis d'un matériau de remplissage de joints, et les blocs moulés (10, 40) étant disposés sans décalage les uns par rapport aux autres en formant un agencement en forme de croix des joints (35, 36), et les blocs moulés (10, 40) présentant des moyens de denture, en particulier des éléments d'espacement (21, 41, 45), qui sont réalisés sur les faces latérales verticales (13..16) des blocs moulés (10, 40) pour obtenir un assemblage entre les blocs moulés (10, 40) à l'intérieur du pavage de sol (34), les moyens de denture s'étendant dans la région des quatre coins (17..20) et chaque fois en coin (17..20), à savoir en commençant au niveau d'une face latérale (13..16) au-delà du coin (17..20) jusque dans la région d'une face latérale adjacente (13..16), de telle sorte qu'un moyen de denture d'un bloc moulé (10, 40) soit en prise avec un moyen de denture d'un bloc moulé (10, 40) séparé par un joint croisé afin d'obtenir un assemblage horizontal,
    caractérisé en ce que
    a) les moyens de denture sont disposés dans chacun des quatre coins (17..20),
    b) les moyens de denture sont réalisés soit sous forme d'éléments d'espacement (21, 41) faisant saillie par rapport aux faces latérales (13..16) du bloc moulé (10, 40) soit sous forme de renfoncements (22, 23, 24 ; 42, 43, 44) en retrait par rapport aux faces latérales (13..16) du bloc moulé (10, 40),
    c) les éléments d'espacement (21, 41), respectivement les renfoncements (22..24 ; 42..44), d'un bloc moulé (10, 40) sont réalisés en vue de l'engagement par correspondance de formes avec des éléments d'espacement correspondants (21, 41), respectivement des renfoncements (22..24 ; 42..44), d'autres blocs moulés (10, 40),
    d) chaque bloc moulé (10, 40) présente un élément d'espacement (21, 41) et trois renfoncements (22..24 ; 42..44), qui sont réalisés à chaque fois en coin (17..20) au niveau des blocs moulés (10, 40).
  2. Pavage de sol selon la revendication 1, caractérisé en ce que les blocs moulés (10, 40) sont disposés dans une position relative coïncidente à l'intérieur du pavage de sol (34) de telle sorte que sous l'effet de l'engagement des éléments d'espacement (21, 41) et des renfoncements (22..24 ; 42..44), des sollicitations de charges horizontales sur un bloc moulé (10, 40) soient transmises à deux blocs moulés (10, 40) de rangées adjacentes (37, 38), un élément d'espacement (21, 41) d'un bloc moulé (10, 40), disposé en coin (17..20) étant en prise avec trois renfoncements (22..24 ; 42..44) disposés en coin (17..20) de trois blocs moulés adjacents (10, 40) dans la région d'un joint croisé.
  3. Pavage de sol selon la revendication 1 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce que les éléments d'espacement (21, 41) s'étendent à partir du côté inférieur (12) des blocs moulés (10, 40) dans la direction du côté supérieur (11) des blocs moulés (10, 40) et se terminent à distance du côté supérieur (11) des blocs moulés (10, 40) de telle sorte que les éléments d'espacement (21, 41) ne soient pas visibles lorsque les joints (35, 36) sont remplis.
  4. Pavage de sol selon la revendication 1 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce que les éléments d'espacement (21, 41) sont réalisés en plan sous forme rectangulaire et des faces latérales verticales (27, 28, 29, 30) des éléments d'espacement (21, 41) sont orientées parallèlement aux faces latérales (13..16) du bloc moulé (10, 40).
  5. Pavage de sol selon la revendication 1 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce que les éléments d'espacement (21, 41) et les renfoncements (22..24 ; 42..44) d'un bloc moulé (10, 40) sont espacés les uns des autres.
  6. Pavage de sol selon la revendication 1 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce que les renfoncements (22..24 ; 42..44) s'étendent à partir du côté inférieur (12) des blocs moulés (10, 40) dans la direction du côté supérieur (11) des blocs moulés (10, 40) et se terminent à distance du côté supérieur (11) des blocs moulés (10, 40).
  7. Pavage de sol selon la revendication 1 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce qu'à l'exception des éléments d'espacement (21, 41) dans la région d'un coin (17..20) des blocs moulés (10, 40), d'autres éléments d'espacement (45) sont disposés au niveau des faces latérales (13..16) des blocs moulés (10, 40), et en ce qu'à l'exception des renfoncements (22..24 ; 42..44) dans la région d'un coin (17..20) des blocs moulés (10, 40) encore d'autres renfoncements (46) sont disposés au niveau des faces latérales (13..16) des blocs moulés (10, 40), les autres éléments d'espacement (45) et les autres renfoncements (46) étant réalisés en vue d'un engagement par correspondance de formes les uns avec les autres.
  8. Pavage de sol selon la revendication 7 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce que les autres éléments d'espacement (45) et les autres renfoncements (46) sont disposés approximativement au centre longitudinal d'une face latérale respective (13..16) et sont espacés des éléments d'espacement (21, 41) et des renfoncements (22..24 ; 42..44) dans la région des coins (17..20).
  9. Pavage de sol selon la revendication 7 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce qu'entre les autres éléments d'espacement (45) et les éléments d'espacement (21, 41), respectivement les renfoncements (22..24 ; 42..44) d'une part et entre les autres renfoncements (46) et les éléments d'espacement (21, 41), respectivement les renfoncements (22..24 ; 42..44) d'autre part, sont disposées des saillies verticales (47) en forme de nervure au niveau des faces latérales (13..16).
  10. Pavage de sol selon la revendication 9, caractérisé en ce que les saillies (47) en forme de nervure se terminent à distance du côté supérieur (11) et du côté inférieur (12) des blocs moulés (10, 40).
  11. Pavage de sol selon la revendication 1 ou selon l'une quelconque des autres revendications précédentes, caractérisé en ce que les éléments d'espacement (21, 41) présentent un côté supérieur (25) réalisé en forme de toit qui est réalisé de manière à monter en direction de la face latérale adjacente respective (13..16) du bloc moulé (10, 40).
EP09778500.0A 2008-09-24 2009-09-12 Pavage de sol constitué de blocs moulés Not-in-force EP2331752B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200810048757 DE102008048757A1 (de) 2008-09-24 2008-09-24 Erdreichabdeckung aus Formsteinen
PCT/EP2009/006625 WO2010034418A1 (fr) 2008-09-24 2009-09-12 Pavage de sol constitué de blocs moulés

Publications (2)

Publication Number Publication Date
EP2331752A1 EP2331752A1 (fr) 2011-06-15
EP2331752B1 true EP2331752B1 (fr) 2014-12-24

Family

ID=41665168

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09778500.0A Not-in-force EP2331752B1 (fr) 2008-09-24 2009-09-12 Pavage de sol constitué de blocs moulés

Country Status (4)

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EP (1) EP2331752B1 (fr)
DE (1) DE102008048757A1 (fr)
DK (1) DK2331752T3 (fr)
WO (1) WO2010034418A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3113076A1 (fr) * 2020-07-28 2022-02-04 Robert Heinrich Elément de revêtement de sol autobloquant

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9302191U1 (de) * 1993-02-16 1993-04-08 Kronimus AG, 7557 Iffezheim Pflasterstein in polygoner, insbesondere rechteckiger Form
DE4410981A1 (de) * 1994-03-30 1995-10-05 Claus Dipl Ing Permesang Pflasterstein, sonstiger Pflasterblock oder Pflasterplatte
DE4431171C2 (de) * 1994-09-01 1999-11-25 Uni Int Bausysteme Gmbh Bodenbelagelement für Vertikalverbund
DE29619957U1 (de) * 1996-11-16 1997-03-20 Hagedorn, Wolfram, 69483 Wald-Michelbach Pflasterelement zum Aufbau eines offenen, zusammenhängenden Bodenbelags
DE19704280A1 (de) * 1997-02-05 1998-08-06 Angermueller Bau Gmbh Pflasterstein und Verbund von Pflastersteinen
DE29714074U1 (de) * 1997-08-07 1998-12-10 Petec S.A., Luxemburg/Luxembourg Bauelement
DE29824681U1 (de) * 1998-07-09 2002-03-28 Köble, Werner, 70569 Stuttgart Verbundelement und Verbund
CN100402750C (zh) * 1998-08-17 2008-07-16 罗尔夫·沙伊威勒 铺路石
DE19934495A1 (de) * 1998-11-04 2001-01-25 Kobra Formen & Anlagenbau Gmbh Formstein
DE202008000194U1 (de) * 2008-01-04 2008-03-27 Betonwerk Lieme Gmbh & Co. Kg Bausatz aus Formsteinen zur Erstellung einer Erdreichabdeckung

Also Published As

Publication number Publication date
DK2331752T3 (en) 2015-04-07
WO2010034418A1 (fr) 2010-04-01
DE102008048757A1 (de) 2010-03-25
EP2331752A1 (fr) 2011-06-15

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