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EP0791689B1 - Pierre artificielle pour renforcer les aires de circulation à l'extérieur - Google Patents

Pierre artificielle pour renforcer les aires de circulation à l'extérieur Download PDF

Info

Publication number
EP0791689B1
EP0791689B1 EP97102364A EP97102364A EP0791689B1 EP 0791689 B1 EP0791689 B1 EP 0791689B1 EP 97102364 A EP97102364 A EP 97102364A EP 97102364 A EP97102364 A EP 97102364A EP 0791689 B1 EP0791689 B1 EP 0791689B1
Authority
EP
European Patent Office
Prior art keywords
tooth
stone
spacer elements
stones
artificial stone
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
EP97102364A
Other languages
German (de)
English (en)
Other versions
EP0791689A1 (fr
Inventor
Günter Dr. Barth
Michael Dipl.-Ing. Dipl.-Wirtsch.Ing. Schmitz
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.)
UNI-INTERNATIONAL GMBH & CO. KG
Original Assignee
Uni-International Bausysteme & Co KG GmbH
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 Uni-International Bausysteme & Co KG GmbH filed Critical Uni-International Bausysteme & Co KG GmbH
Publication of EP0791689A1 publication Critical patent/EP0791689A1/fr
Application granted granted Critical
Publication of EP0791689B1 publication Critical patent/EP0791689B1/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
    • 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
    • E01C2201/16—Elements joined together

Definitions

  • the invention relates to an artificial stone, in particular made of concrete for fastening outdoor traffic areas after the The preamble of claim 1 as defined by DE 44 05 616 is known.
  • Such artificial stones with which plates in particular can be enclosed from concrete full surface, if necessary with a structured surface be trained.
  • stones can also be used or plates with openings, for example so-called Grass pavers, including the openings filled with soil and planted grass can be the one covered with stones To give the surface a natural look.
  • the joint formation and possibly also the openings the stones are used for the rest Record surface water, so that with Stones of the type in question cover the areas Drainage can be omitted or at least relieved.
  • the dimensioning of the stone builds on the fact that in the case of stones intended for a laying pattern Size is usually a single or multiple results in the smallest basic size. With this smallest basic size Then the effective side length is the length of the side of the Steins per se plus twice as much as the Side in its longitudinal direction adjoining joint width, the Size in turn from the opposite stone effective size of the distance cams provided results. But shows a stone in a longitudinal direction for example three times the basic size, so seen in this longitudinal direction corresponds to the central longitudinal section of the stone itself the effective length of the Basic size, while those adjoining it on both sides Length sections of the page a length section of the Steins per se plus half of them in this longitudinal direction subsequent joint width correspond.
  • This task is based on an artificial stone solved according to the invention, that the contact surfaces as one the size of the tooth corresponding and this in the direction parallel to Laying level and associated side surface on both sides Enough tooth gap are formed that in the called direction-facing flanks of the tooth on the one hand and the tooth space on the other hand an angle of Include at least 90 ° and that the bisector this angle to the normal to the assigned Side surface is arranged substantially parallel.
  • the Flanks of the tooth and the tooth gap an angle of Include 90 °, because this way a maximum of mutual bond of adjacent stones and thus a maximum degree of stability with these stones manufactured covering is reached.
  • the flanks of the tooth and the tooth gap can be a straight line Show course, which is usually a simple design will offer. However, there is also Possibility of the flanks of the tooth and the tooth space a course deviating from a flat surface have, that is, for example, arc-shaped are. It is then only essential that the mean slopes of the flanks the angle of at least Include 90 °. Of course, only those can Flanking designs are used that can be laid the stones do not interfere.
  • the end face of the tooth and according to the tooth gap of the distance cams - parallel to the installation level - an acute-angled, frustoconical or arcuate course having.
  • the spacing cams face each other the upper edge facing away from the installation level of the stone lowered in the direction of the installation level are arranged. This leaves the after laying Stones also have enough space for soil above the cams, so that in this regard, continuous Gaps between adjacent stones result.
  • the stone is divided by at least one wide joint and that the stone parts thus formed by firmly molded common bridges are interconnected, these bridges in terms of their arrangement Distance cams can be designed accordingly. So here is the impression for a larger stone one of smaller individual stones, possibly different Size composite unit simulates in favor the desired layout, but without the need to a corresponding number of smaller individual stones also to be laid individually.
  • Figure 1 shows a square stone 1, which is corresponding the center lines shown are four times one square basic size 2.
  • the side faces 3, 4 of each basic size 2 carry a spacing cam 5, 6.
  • This Distance cams result in the effective length of each basic size 2 according to the given in the introduction Definition in the present case from the side length 3 or 4 plus half the width of the joint 7 into one Neighboring stone 8, that is to the size designated by the number 9.
  • the end faces of the cams 5, 6 each have side by side a tooth 10 and a matching tooth gap 11, being seen in a direction of rotation of the stone 1 Teeth 10 and the tooth gaps 11 of all spacing cams 5, 6 in lie next to each other in the same order. This will fit the end faces of the spacer cams facing each other Adjacent stones 1, 8 interlockingly so that the stones are parallel to the plane of the drawing and to each other not shifted towards directed side surfaces can be.
  • the positioning of the spacing cams 5, 6 is also relevant all effective lengths 9 equally and made that the center axes 12 of all distance cams the center of the effective length 9 are positioned.
  • flanks of both the teeth 10 and the tooth gaps 11 enclose a matching angle 40, 41, the size of which is at least 90 °, but preferably 90 ° and its bisector 42, 43 to the perpendicular to the assigned stone side surface, which is defined by the central axis 12 may be represented for the stone side surface there, in is arranged substantially in parallel.
  • This design feature applies to the embodiments described with reference to Figures 2 to 7 accordingly, without mentioning it again each time become.
  • Figure 2 shows several stones 1 laid side by side Wise. From this it can be seen that the stones are not just in alignment but can also be installed offset from each other can, the staggering of the offset by distance adjacent spacing cams 5 between 6 is given. From this it can be seen that this gradation is the finer, the smaller the basic size 2 according to FIG. 1 is chosen.
  • Teeth 10 and tooth gaps 11 have a substantially trapezoidal shape Cross-section with a correspondingly straight edge.
  • the distance cams 15 of Stones 16 according to Figure 3 the flanks of the teeth 17 and the Tooth gaps 18 are arc-shaped to match one another. What is the angle 40, 41 discussed with reference to FIG. 1 3, these apply accordingly to the slope of the flank at the foot of the teeth 17 or at the opening of the Tooth gaps 18.
  • Figure 4 shows oblong rectangular laid in the herringbone bandage Stones 20, which are now six times the basic size 2 put together. Accordingly, are due to one Stone side three spacing cams 6 next to each other, with each other here then shows that the effective side length of the middle Basic size of the actual length section 21 there corresponds to the stone side, because this length section do not connect any distance cams 5 in the direction of this stone side.
  • FIG. 5 shows, based on stones, that described with reference to FIG Sort of a way, a larger number of such Stones as a uniform, in this case L-shaped laying unit train.
  • FIG. 6 shows a hexagonal stone 30 with sides of equal length and cams 31 of the type corresponding to cams 5 and 6 according to FIG. 1.
  • the statements made with reference to FIG Length 32 is only longer to the extent that this is due to the angle deviating from 90 ° between adjacent sides of the stone 30.
  • the statements made with reference to FIGS. 1 to 3 also apply correspondingly to the design and positioning of the spacing cams 31.
  • FIG. 7 shows some of the stones 30 according to FIG 6 laid side by side.
  • the pairings shown between the three stones of distance cams according to the embodiment Figure 5 are replaced by bridges.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Road Paving Structures (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Road Signs Or Road Markings (AREA)
  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Adornments (AREA)
  • Vessels, Lead-In Wires, Accessory Apparatuses For Cathode-Ray Tubes (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Filtering Of Dispersed Particles In Gases (AREA)

Claims (11)

  1. Pierre artificielle, notamment en béton, pour renforcer des aires de circulation à l'extérieur, la pierre (1, 8, 16, 20, 22 à 24, 30), afin de former des joints larges (7, 26, 27) entre des pierres (1, 8, 16, 20, 22 à 24, 30) posées en voisinage mutuel, étant dotée, sur ses faces latérales orientées perpendiculairement au plan de pose et essentiellement parallèles entre elles, de saillies d'espacement (5, 6, 15, 31) solidairement formées, ayant toutes une configuration entièrement identique ; les faces terminales libres superposées des saillies d'espacement (5, 6, 15, 31) présentant, en juxtaposition, une dent (10, 17) et une face d'application en retrait pour la dent (10, 17) de la pierre (1, 8, 16, 20, 22 à 24, 30) posée en voisinage ; la succession de la dent (10, 17) et de la face d'application étant du même type pour toutes les saillies d'espacement (5, 6, 15, 31) dans une direction périphérique de la pierre (1, 8, 16, 20, 22 à 24, 30) ; pour une pierre (1, 8, 16, 20, 22 à 24, 30), la longueur active, parallèle au plan de pose, des faces latérales individuelles étant égale à un multiple simple ou entier d'une longueur active minimale (9, 32), la longueur active étant définie par la longueur du côté de la pierre (1, 8, 16, 20, 22 à 24, 30) proprement dit plus deux fois la moitié de la largeur de joint se raccordant audit côté dans sa direction longitudinale ; chaque tronçon de face latérale présentant la longueur active minimale (9, 21, 32) étant pourvu d'une saillie d'espacement (5, 6, 15, 31); et l'axe médian (12) de toutes les saillies d'espacement (5, 6, 15, 31), situé entre la dent (10, 17) et la face d'application ainsi que parallèlement au plan de pose et perpendiculairement à la face latérale associée (3, 4), se trouvant au milieu du tronçon associé de face latérale présentant la longueur active minimale (9, 32) ;
    caractérisée en ce que les faces d'application sont réalisées sous la forme d'un entredent (11, 18) correspondant à la taille de la dent (10, 17) et entourant celle-ci de part et d'autre en direction parallèle au plan de pose, en ce que les flancs, dirigés dans la direction précitée, de la dent (10, 17) d'une part et de l'entredent (11, 18) d'autre part forment entre eux un angle (40, 41) d'au moins 90°, et en ce que la bissectrice (42, 53) de cet angle (40, 41) est disposée essentiellement parallèlement à la perpendiculaire à la face latérale associée (3, 4).
  2. Pierre artificielle selon la revendication 1, caractérisée en ce que les flancs de la dent (10, 17) et de l'entredent (11, 18) forment entre eux un angle (40, 41) de 90°.
  3. Pierre artificielle selon la revendication 1 ou 2, caractérisée en ce que les flancs de la dent (10) et de l'entredent (11) présentent une allure rectiligne.
  4. Pierre artificielle selon la revendication 1 ou 2, caractérisée en ce que les flancs de la dent (17) et de l'entredent (18) présentent une allure s'écartant d'une surface plane, et en ce que les pentes moyennes des flancs forment entre elles l'angle d'au moins 90°.
  5. Pierre artificielle selon une ou plusieurs des revendications 1 à 4, caractérisée en ce que la face terminale de la dent (10, 17) et par conséquent de l'entredent (11, 18) des saillies d'espacement (5, 6, 15, 31) présente, parallèlement au plan de pose, une allure acutangulaire, tronconique ou arquée.
  6. Pierre artificielle selon une ou plusieurs des revendications 1 à 5, caractérisée en ce que les saillies d'espacement (5, 6, 15, 31) sont disposées en étant décalées en direction du plan de pose par rapport au bord supérieur de la pierre (1, 13, 16, 20, 30) qui est opposé au plan de pose.
  7. Pierre artificielle selon une ou plusieurs des revendications 1 à 6, caractérisée en ce que la pierre présente, parallèlement au plan de pose, une section carrée (1, 13, 16), rectangulaire (20), hexagonale (30), en forme de L (22 à 24), en forme de Z, en forme de T ou en forme de double T.
  8. Pierre artificielle selon une ou plusieurs des revendications 1 à 7, caractérisée en ce que la pierre est divisée par au moins un joint large (26, 27), et en ce que les parties de pierre ainsi formées (22 à 24) sont mutuellement assemblées par des ponts communs (25) formés fixement sur elles.
  9. Pierre artificielle selon la revendication 8, caractérisée en ce que les ponts (25) sont réalisés dans une disposition correspondant à celle des saillies d'espacement (5, 6, 15, 31).
  10. Pierre artificielle selon la revendication 8 ou 9, caractérisée en ce que les parties de pierre (22 à 24) présentent des tailles différentes.
  11. Pierre artificielle selon une ou plusieurs des revendications 1 à 10, caractérisée en ce qu'elle peut être réunie en une unité de pose avec d'autres pierres de même taille ou de tailles différentes.
EP97102364A 1996-02-20 1997-02-14 Pierre artificielle pour renforcer les aires de circulation à l'extérieur Expired - Lifetime EP0791689B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29602972U DE29602972U1 (de) 1996-02-20 1996-02-20 Kunststein zur Befestigung von Verkehrsflächen im Freien
DE29602972U 1996-02-20

Publications (2)

Publication Number Publication Date
EP0791689A1 EP0791689A1 (fr) 1997-08-27
EP0791689B1 true EP0791689B1 (fr) 2002-12-18

Family

ID=8019754

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97102364A Expired - Lifetime EP0791689B1 (fr) 1996-02-20 1997-02-14 Pierre artificielle pour renforcer les aires de circulation à l'extérieur

Country Status (12)

Country Link
US (1) US5902069A (fr)
EP (1) EP0791689B1 (fr)
JP (1) JP3345648B2 (fr)
AT (1) ATE230049T1 (fr)
AU (1) AU708390B2 (fr)
CA (1) CA2198047C (fr)
CZ (1) CZ294653B6 (fr)
DE (3) DE29602972U1 (fr)
DK (1) DK0791689T3 (fr)
HU (1) HU220915B1 (fr)
PL (1) PL186394B1 (fr)
WO (1) WO1997031155A1 (fr)

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Also Published As

Publication number Publication date
PL328576A1 (en) 1999-02-01
DE29602972U1 (de) 1996-04-04
JP3345648B2 (ja) 2002-11-18
US5902069A (en) 1999-05-11
CZ266098A3 (cs) 1999-03-17
HUP9900995A3 (en) 1999-11-29
JPH11508980A (ja) 1999-08-03
AU708390B2 (en) 1999-08-05
CA2198047A1 (fr) 1997-08-21
DK0791689T3 (da) 2003-04-14
EP0791689A1 (fr) 1997-08-27
AU1769897A (en) 1997-09-10
ATE230049T1 (de) 2003-01-15
HUP9900995A2 (hu) 1999-07-28
DE59708970D1 (de) 2003-01-30
HU220915B1 (en) 2002-06-29
PL186394B1 (pl) 2004-01-30
WO1997031155A1 (fr) 1997-08-28
CZ294653B6 (cs) 2005-02-16
CA2198047C (fr) 2007-03-06
DE29702544U1 (de) 1997-04-17

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