EP1101870B1 - Bloc en béton pour le dallage des surfaces routières - Google Patents

Bloc en béton pour le dallage des surfaces routières Download PDF

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Publication number
EP1101870B1
EP1101870B1 EP00890299A EP00890299A EP1101870B1 EP 1101870 B1 EP1101870 B1 EP 1101870B1 EP 00890299 A EP00890299 A EP 00890299A EP 00890299 A EP00890299 A EP 00890299A EP 1101870 B1 EP1101870 B1 EP 1101870B1
Authority
EP
European Patent Office
Prior art keywords
ribs
height
concrete blocks
joint
concrete block
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.)
Expired - Lifetime
Application number
EP00890299A
Other languages
German (de)
English (en)
Other versions
EP1101870A2 (fr
EP1101870A3 (fr
Inventor
Christian Peneder
Karl Ebner
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to AT00890299T priority Critical patent/ATE287992T1/de
Publication of EP1101870A2 publication Critical patent/EP1101870A2/fr
Publication of EP1101870A3 publication Critical patent/EP1101870A3/fr
Application granted granted Critical
Publication of EP1101870B1 publication Critical patent/EP1101870B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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

Definitions

  • the invention relates to a concrete block according to the preamble of claim 1.
  • Such concrete blocks are from the US 5,224,792 A known.
  • Usual paving stones as used for the attachment of traffic areas are made of cuboidal processed natural stones, which under one Grout training be offset, with the joint width of the joint filling depends. If the joints are filled in with the jointed sand, then Compared to a paving stone bond with grout only about half the joint width needed to have sufficient mutual support over the joint sand ensure the paving stones, but with increasing settling of the joint sand decreases into the ground. Regardless of the respective Joint filling is to provide for a corresponding joint training, which is a requires comparatively precise mutual alignment of the paving stones. There The paving stones themselves can give no help for the joints education must additional support measures, such as the tightening of guide lines, the required paving stone orientation is achieved.
  • the invention is therefore based on the object, a concrete block of the beginning to design such a way that not only a simple orientation be ensured regardless of similar concrete blocks can, whether the mutual support of concrete blocks over joint sand or grout but above all the conditions for the installation be improved withRoclottem joint sand.
  • the invention solves the problem posed by the fact that at least in the field of Footprint the cross section of the gaps a negative shape of the cross section represents the ribs and that the length of the portion of the ribs with constant Height equal to or less than one stone height.
  • the height of the footprint Rib section of constant height is at least a quarter of the stone height to restrict, in spite of a sufficient strength of the interlocking Rib sections the essential power transfer between the concrete blocks about the sand filling to yourself.
  • the ribs are supposed to be in theirs Total length should preferably not exceed more than two thirds of the height of the stone, wherein a total rib length corresponding to half of the stone height usual Requirements are sufficient.
  • the concrete block according to the embodiment of FIGS. 1 and 2 has a cuboid basic shape with a footprint 1, one of these Contact area 1 opposite, drivable visible surface 2 and each other pairs opposite pads 3 on.
  • the pads 3 with ribs. 4 provided, which protrude parallel to the side edges of the footprint 1 and have a portion 5 of constant height, away from the visible surface 2 towards the height of the ribs 4 decreases continuously, as shown in FIG. 2 to can be found.
  • the length I of the rib portions with constant height corresponds about a quarter of the stone height H, but may also be smaller.
  • the total length L of the ribs 4 is smaller than the height of the stone H, so that the ribs 4 with Distance below the visible surface 2 ends.
  • the ribs 4 of the respective opposite pads 3 arranged staggered, the arrangement being such that the Gaps 6 between the ribs 4 in the region of the rib sections 5 in cross section represent a negative shape of the rib cross-section.
  • two concrete blocks according to FIGS. 1 and 2 according to FIGS. 3 and 4 so strung together can be that the ribs 4 of the abutting Concrete blocks each form-fitting in the gaps 6 of the opposite stone intervene and consequently the gap 7 opening towards the visible surfaces 2 the mutually facing pads 3 down in the area of Complete rib sections 5.
  • the width of the joint 7 is characterized by the rib height determined in the area of sections 5.
  • This joint 7 can in a conventional manner with joint sand 8 are filled, as indicated in Fig. 4.
  • the joint sand is in the trapped down gap 7 and thus allows a permanent support of the concrete blocks on the joint filling, the tooth-like Locking of the stones in the region of the rib sections 5 following the Footprint 1 an additional composite effect allows.
  • the ribs are each arranged in an even number on the pads 3, which is a facilitated by a half-length offset stone arrangement.
  • Staggered concrete block laying to ensure just edge finishes are to produce corresponding semi-stones.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
  • Finishing Walls (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Revetment (AREA)
  • Retaining Walls (AREA)

Claims (3)

  1. Bloc en béton pour le dallage d'une surface routière, ayant une forme de base parallélépipédique, formant, entre une face de pose (1) et une face visible (2) routière, des faces de raccordement (3) placées en regard par paires, présentant des nervures (4) parallèles aux arêtes latérales, montant depuis la face de pose (1), d'une longueur (L) inférieure à la hauteur de bloc (H), et les nervures (4), subdivisées en un tronçon (5), partant de la face de pose (1) et de hauteur constante, et en un tronçon, s'y raccordant, ayant une hauteur allant en diminuant en allant vers la face visible (2) routière, étant décalées, avec création d'espace, sur des faces de raccordement (3) disposées en regard les unes des autres, caractérisé en ce que, au moins dans la zone de la face de pose (1) la section transversale des espaces (6) constitue une forme en négatif de la section transversale des nervures (4), et en ce que la longueur du tronçon (5) des nervures (4) à hauteur constante correspond, au maximum, d'un quart de la hauteur de bloc (H).
  2. Bloc en béton selon la revendication 1, caractérisé en ce que la longueur (L) des nervures (4) est au maximum de deux tiers de la hauteur de bloc (H).
  3. Bloc en béton selon la revendication 1 ou 2, caractérisé en ce que les faces de raccordement (3) présentent un nombre pair de nervures (4).
EP00890299A 1999-11-17 2000-10-05 Bloc en béton pour le dallage des surfaces routières Expired - Lifetime EP1101870B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT00890299T ATE287992T1 (de) 1999-11-17 2000-10-05 Betonstein zum befestigen einer befahrbaren fläche

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT193799 1999-11-17
AT0193799A AT408001B (de) 1999-11-17 1999-11-17 Betonstein zum befestigen einer befahrbaren fläche

Publications (3)

Publication Number Publication Date
EP1101870A2 EP1101870A2 (fr) 2001-05-23
EP1101870A3 EP1101870A3 (fr) 2002-07-31
EP1101870B1 true EP1101870B1 (fr) 2005-01-26

Family

ID=3524256

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00890299A Expired - Lifetime EP1101870B1 (fr) 1999-11-17 2000-10-05 Bloc en béton pour le dallage des surfaces routières

Country Status (3)

Country Link
EP (1) EP1101870B1 (fr)
AT (2) AT408001B (fr)
DE (1) DE50009343D1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10149250A1 (de) 2001-10-05 2003-04-17 Sf Koop Gmbh Beton Konzepte Formstein aus Beton und Bausatz aus Formsteinen zur Erstellung von Erdreichabdeckungen
DE102006006019B3 (de) * 2006-02-08 2007-06-28 Beton Poetsch Gmbh & Co. Kg Pflasterstein
DE102006026314A1 (de) * 2006-06-02 2007-12-06 Kronimus Ag Betonsteinwerke Betonstein
DE102006051938A1 (de) * 2006-11-01 2008-05-08 Sf-Kooperation Gmbh Beton-Konzepte Erdreichabdeckung aus Formsteinen

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3834267A1 (de) * 1987-10-15 1989-04-27 Beton Geyer Straubing Gmbh & C Pflasterstein zum herstellen von befahrbaren, begruenten flaechen
DE8901920U1 (de) * 1989-01-05 1989-06-08 Sf-Vollverbundstein-Kooperation Gmbh, 2820 Bremen Bausatz aus (Beton-)Formstein
DE8903707U1 (de) * 1989-03-23 1989-07-20 Betonwerk Teising GmbH, 8261 Teising Betonpflasterstein
DE9201491U1 (de) * 1992-02-06 1992-06-17 Dr. Barth GmbH, 7582 Bühlertal Flüssigkeitsdichter Bodenbelag aus Betonsteinen
DE29607105U1 (de) * 1996-04-19 1996-07-18 Ch. Heinrich Gültig GmbH & Co. KG, 74076 Heilbronn Kunststeinelement

Also Published As

Publication number Publication date
EP1101870A2 (fr) 2001-05-23
DE50009343D1 (de) 2005-03-03
EP1101870A3 (fr) 2002-07-31
AT408001B (de) 2001-08-27
ATE287992T1 (de) 2005-02-15
ATA193799A (de) 2000-12-15

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