EP0669424B1 - Elément d'espacement pour fixer des largeurs de joints - Google Patents

Elément d'espacement pour fixer des largeurs de joints Download PDF

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Publication number
EP0669424B1
EP0669424B1 EP95101196A EP95101196A EP0669424B1 EP 0669424 B1 EP0669424 B1 EP 0669424B1 EP 95101196 A EP95101196 A EP 95101196A EP 95101196 A EP95101196 A EP 95101196A EP 0669424 B1 EP0669424 B1 EP 0669424B1
Authority
EP
European Patent Office
Prior art keywords
hollow
cylindrical elements
bars
height
spacer 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
EP95101196A
Other languages
German (de)
English (en)
Other versions
EP0669424A2 (fr
EP0669424A3 (fr
Inventor
Horst Müller
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
Publication of EP0669424A2 publication Critical patent/EP0669424A2/fr
Publication of EP0669424A3 publication Critical patent/EP0669424A3/fr
Application granted granted Critical
Publication of EP0669424B1 publication Critical patent/EP0669424B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/005Individual couplings or spacer elements for joining the prefabricated units
    • E01C5/006Individual spacer elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F21/00Implements for finishing work on buildings
    • E04F21/0092Separate provisional spacers used between adjacent floor or wall tiles

Definitions

  • the invention relates to a spacer with the independent in the preamble Claimed features.
  • integrally molded spacers Compared to, for example, lawn paving stones directly on their outer surfaces integrally molded spacers have those of the generic type the advantage that they are not only together with conventionally designed and thereby inexpensive available stones are operational. Rather, they leave you practical completely open laying of stones, slabs or the like the slight infiltration of the surface water. At the same time, it is possible to transfer the Stones or the like with each other exactly and safely at a certain distance and to create a perfect joint pattern, as well as a permanent one Secure greening.
  • the known spacers are perpendicular to the laying plane in the intersection areas the joints used.
  • a cylindrical one Element lying between two opposite stones and gives with his Diameter the joint width.
  • the spacer consists of only two cylindrical ones Elements exist, two of these are in the area of a cross joint Spacers used.
  • the cylindrical elements are hollow, the result is Rainwater passed into the ground completely unhindered.
  • the Space inside the tubular elements to be filled with earth so that a continuous greening of the joints is made possible.
  • spacers In a special design of the known spacers are three hollow cylindrical elements so arranged relative to each other that an external one Element is connected to the middle element by a web and the two connecting webs run approximately at right angles to one another. This creates a spacer that prevents the formation of T-joints neighboring stones or the like. If these are in association with each other should be relocated. It does not matter whether it is the laying in the binder association, block association, Dutch association, cross association, runner association or Polish association.
  • a spacer of a different type is known from DE-U 84 35 927, namely a Tile slab spacer for laying tile slabs with joint lines from given width.
  • the spacers used for this consist of themselves crossing bars or arranged in a T-shape.
  • the rods of the spacers are designed with perforations or continuous cavities to one at Use of these tile spacers on the doughy surface of the adhesive material limit inevitable buoyancy when "swimming".
  • the invention has for its object the generic spacers in to develop in such a way that the stones can be laid even faster, Plates or the like enable a clean system for the joint Laying stones, slabs or the like and also an elevated Achieve dimensional stability.
  • the height of the webs can be dimensioned so that they corresponds to only a fraction of the height of the hollow cylindrical elements. Proven it has become when the height of the webs to the height of the hollow cylindrical elements is in a ratio between 1: 2 and 1: 5, preferably 1: 4.5.
  • the webs are flush with one end of the hollow cylindrical Elements are finally molded onto these elements so that they are additional provide a support on the floor for the hollow cylindrical elements, without being in the area of the upper ends of the elements, ie near the top the stones or slabs appear.
  • both webs in the spacing area between two hollow cylindrical elements by at least one Crossbar are stiffened against each other, because of this a special dimensional stability is achieved.
  • the hollow cylindrical elements form namely with the webs a one-piece bar, it is possible to design this bar so that it in a row has two, three or even more hollow cylindrical elements.
  • the innovation also proposes a design for the spacers in which the webs forming the ends of a row are hollow cylindrical Exceed elements and as mutually releasable Insertable coupling pieces are designed. With the help of these coupling pieces can then be practically a variety of similar one-piece strips Line up the escape position so that there is a spacer chain can form, which if necessary already attached over the entire intended laying length can be.
  • a spacer 1 is shown - preferably made by injection molding - on plastic can be. It consists of two hollow cylindrical elements 2 and 3, which are integral or fixed by two parallel webs 4 and 5 are connected to each other at a distance. Halfway between the two hollow cylindrical elements 2 and 3 are the two Crosspieces 4 and 5 are in turn connected to one another by a crosspiece 6, the bracing function.
  • the height 7 of the webs 4 and 5 each only a fraction of the height of the 8 corresponds to hollow cylindrical elements.
  • FIG. 1 Another important training feature of spacer 1 is also already apparent from Fig. 1. It is because the Crosspieces 4 and 5 each flush with one end of the hollow cylindrical Elements 2 and 2 finally molded onto these elements 2 and 3 are so that they take on a supporting function on the ground level can.
  • the spacer 1 shown in FIG. 2 differs from 1 in that a larger number, for example six hollow cylindrical elements 2, 3, 9, 10, 11, 12 with the webs 4 and 5 form a one-piece strip 13. That in the form that the hollow cylindrical elements 2, 3, 9, 10, 11, 12 with the webs 4 and 5 are connected in a straight line.
  • Fig. 2 of the drawing also shows that the Bars 4 and 5 each form the ends of a row of hollow cylindrical ones Extend elements 2 and 12 by a certain amount 14 and 15 respectively.
  • They can be complementary coupling pieces 16 and 17 form, which are mutually releasable Allow to insert.
  • the coupling piece 16 is, for example. as one laterally around the thickness of the two webs 4 and 5 stepped frame designed while the coupling piece 17 a such fork shape has that it with the coupling piece designed as a frame 16 of a further spacer 1 in the mutual Mating intervention can be brought.
  • Fig. 3 shows an intersection joint 18 between the corners of four stones or slabs 19, 20, 21, 22 laid adjacent to one another is formed.
  • the crossing joint 18 is by four spacers 1 determines which the training of Fig. 2 of the drawing can have, as is easily recognizable.
  • the Spacer 1 laid so that the hollow cylindrical Elements 2, 3, 9, 10, 11, 12 integrally connected to one another Webs 4 and 5 come to the support on the ground level, while the sections 4 and 5 projecting upwards from these webs the hollow cylindrical elements 2, 3, 9, 10, 11, 12 between the peripheral surfaces of the stones adjoining the crossing joint 18 or plates 19, 20, 21, 22 come to rest.
  • Two as strips 13 designed spacers 1 are shown in FIG. 3 by their interlocking Couplers 16 and 17 interconnected while of the two other spacers 1, one with its coupling piece 16 and the other with its coupling piece 17 the Crossing area of the crossing joint 18 is adjacent.
  • spacers 1 a clean system for the stones to be laid on joint 18 or Form plates 19, 20, 21, 22. It can also be seen in FIG. 3 that the new system of spacers 1 moves quickly and quickly leaves and thus ensures good work progress.
  • the spacers 1 shown in FIGS. 4 and 5 differ themselves from the spacers 1 according to FIGS. 1 and 2 essentially only by adding an additional one to the webs 4 and 5 are provided with parallel longitudinal center web 23, whose height 24 the height 7 of the other two webs 4 and 5 and also the height of the crossbar 6 can exceed.
  • the upper edge 25 of the longitudinal central web should 23 over part of its length with one of the hollow cylindrical ones Elements 2 and 3 or 2, 3, 9, 10, 11, 12 increasing Sloping or a concave curvature 26 run like that 4 and 5 can be clearly seen.
  • the longitudinal center bar 23 is between the hollow cylindrical elements 2 and 3 or 2, 3, 9, 10, 11, 12 provided that its lower edge with one end it ends flush.
  • the spacers according to FIGS. 4 and 5 have practical the same design as the spacer 1 according to FIGS. 1 and 2; they are also in the same way between the stones and Plates 19, 20, 21, 22 are provided, as shown in FIG Area of a crossing joint 18 can be seen.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connections Effected By Soldering, Adhesion, Or Permanent Deformation (AREA)
  • Connections Arranged To Contact A Plurality Of Conductors (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Claims (8)

  1. Entretoise (1) pour délimitation de la largeur de joint entre des pierres, dalles ou assimilés, consistant en plusieurs éléments en forme de cylindres creux, à peu près parallèles les uns aux autres (2, 3 ou 2, 3, 9, 10, 11, 12), chaque élément étant relié à l'élément voisin par des traverses (4, 5),
    caractérisé en ce que
    chaque élément cylindrique creux (2, 3) est relié à des traverses parallèles deux à deux (4, 5) touchant sur l'extérieur le volume des éléments cylindriques creux (2, 3 ou 2, 3, 9, 10, 11, 12) aux points de contact diamétralement opposés.
  2. Entretoise selon la revendication 1,
    caractérisée en ce que
    la hauteur (7) des traverses (4 et 5) n'équivaut qu'à une fraction de la hauteur (8) des éléments cylindriques creux (2 et 3 ou 2, 3, 9, 10, 11, 12), de préférence dans un rapport se situant entre 1:3 et 1:5, par exemple 1:4,5.
  3. Entretoise selon une des revendications 1 et 2,
    caractérisée en ce que
    les traverses (4 et 5) sont formées à fleur à une extrémité des éléments cylindriques creux (2, 3 ou 2, 3, 9, 10, 11, 12) en bout de ces éléments.
  4. Entretoise selon une des revendications 1 à 3,
    caractérisée en ce que
    les deux traverses (4 et 5) sont mutuellement rigidifiées dans la zone d'écart entre deux éléments cylindriques creux (2 et 3 ou 2, 3, 9, 10, 11, 12) par au moins une traverse transversale (6).
  5. Entretoise selon une des revendications 1 à 4
    caractérisée en ce que
    les éléments cylindriques creux (2, 3, 9, 10, 11, 12) forment dans les traverses (4 et 5) une baguette d'une seule pièce (13), qui présente une rangée de deux, trois ou d'un nombre supérieur d'éléments cylindriques creux (1, 2, 9, 10, 11, 12).
  6. Entretoise selon une des revendications 1 à 5,
    caractérisée en ce que
    les traverses (4 et 5) dépassent les extrémités des éléments cylindriques creux (2 et 12) formant une rangée et sont conçues comme des pièces de couplage (16, 17) susceptibles d'être emboítées mutuellement de façon amovible.
  7. Entretoise selon une des revendications 1 à 6,
    caractérisée par
    une traverse supplémentaire située à mi-longueur (23) dont la hauteur (24) dépasse la hauteur (7) des deux autres traverses (4 et 5) et également la hauteur de la traverse transversale (6).
  8. Entretoise selon la revendication 7,
    caractérisée en ce que
    l'arête supérieure (25) de la traverse à mi-longueur (23) suit, sur une partie de sa longueur, une oblique ascendante ou une cambrure concave (26) par rapport aux éléments cylindriques creux (2, 3 ou 2, 3, 9, 10, 11, 12).
EP95101196A 1994-02-24 1995-01-28 Elément d'espacement pour fixer des largeurs de joints Expired - Lifetime EP0669424B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9403084U DE9403084U1 (de) 1994-02-24 1994-02-24 Abstandshalter zum Festlegen der Fugenbreite
DE9403084U 1994-02-24

Publications (3)

Publication Number Publication Date
EP0669424A2 EP0669424A2 (fr) 1995-08-30
EP0669424A3 EP0669424A3 (fr) 1996-03-06
EP0669424B1 true EP0669424B1 (fr) 2001-10-17

Family

ID=6905063

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95101196A Expired - Lifetime EP0669424B1 (fr) 1994-02-24 1995-01-28 Elément d'espacement pour fixer des largeurs de joints

Country Status (3)

Country Link
EP (1) EP0669424B1 (fr)
AT (1) ATE207163T1 (fr)
DE (2) DE9403084U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7536802B1 (en) 2007-11-19 2009-05-26 Tavy Enterprises, Llc Low-obscuring tile installation spacer

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19735608A1 (de) * 1997-08-15 1999-03-11 Hermann Terborg Verfugung für Bodenplatten jedweder Art
GB0428503D0 (en) * 2004-12-30 2005-02-02 Trott James An improved method of grouting
KR100708344B1 (ko) * 2006-08-31 2007-04-18 한림에코텍 주식회사 보수 및 투수 포장 스페이서

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT8323767V0 (it) * 1983-12-06 1983-12-06 Poggi Leo Distanziatore d'angolo, per la posa in opera di piastrelle con linee di commessura di larghezza predeterminata.
DE8904275U1 (de) * 1989-04-06 1989-08-03 Müller, Horst, 5927 Erndtebrück Abstandhalter zum Festlegen der Fugenbreite

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7536802B1 (en) 2007-11-19 2009-05-26 Tavy Enterprises, Llc Low-obscuring tile installation spacer

Also Published As

Publication number Publication date
DE59509697D1 (de) 2001-11-22
EP0669424A2 (fr) 1995-08-30
EP0669424A3 (fr) 1996-03-06
DE9403084U1 (de) 1994-04-14
ATE207163T1 (de) 2001-11-15

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