EP2084327A1 - Ground covering made of shaped bricks - Google Patents

Ground covering made of shaped bricks

Info

Publication number
EP2084327A1
EP2084327A1 EP07819400A EP07819400A EP2084327A1 EP 2084327 A1 EP2084327 A1 EP 2084327A1 EP 07819400 A EP07819400 A EP 07819400A EP 07819400 A EP07819400 A EP 07819400A EP 2084327 A1 EP2084327 A1 EP 2084327A1
Authority
EP
European Patent Office
Prior art keywords
contact
adjacent
blocks
molded
cam
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
EP07819400A
Other languages
German (de)
French (fr)
Other versions
EP2084327B1 (en
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 EP2084327A1 publication Critical patent/EP2084327A1/en
Application granted granted Critical
Publication of EP2084327B1 publication Critical patent/EP2084327B1/en
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

Definitions

  • the invention relates to a soil cover made of molded bricks, in particular of paving stones or paving slabs or the like, wherein the bricks each have a preferably flat top and bottom and at least one preferably upright side surface, and wherein the bricks are laid side by side within the soil cover, and wherein respectively adjacent blocks in the region of joints are at least partially spaced from each other, and wherein the joints between adjacent blocks are filled with a Fugenhellmaterial for load transfer between adjacent blocks of the ground cover, according to the preamble of claim 1.
  • Soil covers of the type mentioned are known in practice in many embodiments.
  • Spacers are placed when laying between adjacent blocks and removed after installation.
  • the joint is filled with joint filling material so that the molded blocks are secured in position. Forces or loads (in particular shear forces) acting on the shaped bricks are transferred through the joint filling material to adjacent shaped bricks.
  • spacers which are also called spacers, but actually serve a different purpose.
  • Such spacers are actually intended to protect the stone against damage, possibly during transport to the place of installation or can occur in a post-treatment such as drums, rumble or the like.
  • shaped bricks are often laid by laymen in such a way that the spacers of a shaped brick rest on upright side surfaces of one or more adjacent molded bricks.
  • the gap between adjacent shaped bricks can not be completely filled with joint filling material because of the spacers.
  • damage to the form of stones for example in the form of flaking can be observed.
  • the invention is based on the object to further develop known soil covers, in particular such that a simple installation without damaging the stones is made possible.
  • a Erdreichabdeckung invention has the features of claim 1. It is therefore provided that at least one contact cam is formed in the region of the at least one side surface of each molded block for permanent contact laying of adjacent molded blocks.
  • the contact cams differ from conventional spacers in that a permanent non-destructive investment adjacent building blocks is made possible.
  • the contact cams can be used in contrast to conventional spacers for contact laying of the blocks with each other, so that the laying of the stones is simplified to soil coverage.
  • the contact cams are dimensioned in such a way that the load transfer between adjacent shaped blocks via the joint filling material is essentially unaffected. This allows a non-destructive contact laying while at the same time largely retaining the load transfer between adjacent shaped bricks via the joint filling material.
  • the contact cams are dimensioned such that it does not damage the conglomerates or their contact cam in permanent contact laying of the blocks. It is particularly important to form the contact cam preferably with such small dimensions or suitable shape that the load transfer in the joint is not affected and at the same time form the contact cam with such large dimensions or suitable shape that on the one hand, the contact cams are able to cope permanently with the loads and not destroyed on the other hand, the stones are not damaged.
  • the shaped bricks are at least partially laid within the soil cover such that a contact cam of a first molded block has permanent contact with a side surface of an adjacent second molded brick.
  • the shaped bricks are at least partially laid within the soil cover such that a contact cam of a first molded block has permanent contact with a contact cam of an adjacent second molded brick.
  • a depth of the contact cam corresponds to half or full nominal joint width between adjacent shaped bricks.
  • the contact cams of the molded blocks are identical.
  • the position of the contact lugs of adjacent molded blocks corresponds to one another such that contact lugs of adjacent molded blocks abut one another. In this way, the contact transfer of the contact cam adjacent shaped blocks is facilitated.
  • the contact cam in particular a contact surface thereof, are not destroyed when shaking the soil cover.
  • the contact cams have a contact surface for permanent contact laying with adjacent shaped bricks. It is therefore a specific section or region of the contact cam for abutment against side surfaces and / or contact cams of adjacent molded blocks is provided.
  • the cross section of the contact cam tapers towards the contact surface.
  • the contact cams may have a conical shape, which has proved to be advantageous.
  • FIG. 2 shows two adjacent shaped blocks according to FIG. 1 within a soil cover in a side view
  • FIG. 3 shows the representation of FIG. 2 on an enlarged scale
  • FIG. 4 is a plan view of the two blocks according to FIG. 2,
  • Fig. 5 shows another shaped block in a spatial representation
  • FIG. 6 is an enlarged plan view of two spacers adjacent mold blocks of FIG .. 5
  • the molded blocks 1 shown on the one hand on the one hand in FIGS. 1 to 4 and on the other hand shown in FIGS. 5 and 6 on the other hand serve for the production of soil coverings not further shown in the drawing.
  • the preferably made of concrete blocks 10, 11 have a top 12, a bottom 13 and four upright side surfaces 14.
  • the Formed blocks 10, 1 1 thus cuboid, for example as paving stones or paving slabs made of concrete.
  • the bricks 10, 11 but also have a different shape, such as. square, triangular, trapezoidal, n-shaped or with curved or curved side surfaces 14.
  • the concrete shape of the blocks 10, 11 is not essential in this case.
  • contact cams 15, 16, which are each formed on side surfaces 14 of the blocks 10, 11.
  • the contact cams 15, 16 serve as a laying aid for the blocks 10, 11. It is envisaged that the
  • both an abutment on side surface 14 of the same or on contact cams 15, 16 of adjacent shaped bricks 10, 11 counts.
  • the stones 10, 1 1 can also have conventional spacers.
  • the contact cams 15, 16 are designed such that the load transfer within the joint 17 between adjacent shaped blocks 10, 11 is not impaired.
  • the joint 17 is filled in a conventional manner with known Fugenhellmatehal 18 for load transfer between adjacent molded blocks 10, eleventh.
  • a special feature is that the contact cams 15, 16 are formed such that this load transfer between adjacent shaped blocks 10, 11 is not affected by the joint filling material 18 substantially.
  • Another special feature is that the contact cams 15, 16 are dimensioned such that there is no damage to the molded blocks 10, 1 1 or the contact cams 15, 16 with permanent contact laying of the blocks 10, 11.
  • the contact cams 15, 16 thus have the smallest possible cross-section or corresponding dimensions in order not to impair the load transfer in the joint 17 and on the other hand be large or stable enough not to damage during installation, shaking or in use to become.
  • FIGS. 1 to 4 on the one hand and in FIGS. 5 and 6 on the other hand two possible embodiments of the invention are shown.
  • the invention is not limited to the specific arrangement of the contact cam 15, 16, nor to the shape of the molded block 10, 11 shown there.
  • the contact cams 15 are respectively disposed on opposite elongated side surfaces 14.
  • the contact cams 15 are positioned in such a way that they come into contact with contact cams 15 of adjacent molded blocks 10 (FIGS. 3 and 4).
  • the contact cam 15 may also be arranged differently, so that one or more contact cam 15 abut against the side surface 14 of an adjacent molded block 10 in permanent contact.
  • the short side surfaces 14 may have further contact cams 15.
  • the blocks 10, 11 in practice on all upright side surfaces 14 contact cam 15, 16 have.
  • the contact cam 15 are formed in the lower region of the side surfaces 14.
  • the contact cams 15 are approximately triangular in cross-section, wherein about the upper half of the stone in the region of the side surfaces 14 is free of contact cam 15.
  • the depth of the contact cam 15 increases approximately at half the height of the side surfaces 14 continuously up to the level of the bottom 13 of the blocks 10 to. In this way, the load transfer in the upper region of the joint 17 is not disturbed by the contact cam 15. Since the contact cams 15 also cover a total of only a very small area of the side surface 14, the load transfer via the joint filling material 18 in the lower region of the joint 17 is only marginally impaired.
  • contact cam 15 can be arranged according to the desired laying pattern of the blocks 10, 11 within the soil cover in other relative position.
  • the contact cam 15 have a contact surface 19, for abutment with adjacent molded blocks 10 or their contact cam 15.
  • the contact surface 19 is in the embodiment of FIG. 1 to 4 in the lower region of the contact cam 15, namely in the region of the largest Cross-sectional dimension or depth transverse to the joint direction. Only in area contact surface 19 are the contact cam 15 against each other. In the embodiment of FIGS. 1 to 4, a linear contact surface 19 is given.
  • the contact surface 19 extends on the one hand horizontally oriented and in the plane of the bottom 13 of the blocks 10.
  • the contact cam 15 results in a harmonious joint image, since the contact cam 15 due to their size and location after filling the joint 17 between the blocks 10, 11 are no longer visible to the viewer.
  • the depth of the contact cam 15 corresponds approximately to half of the nominal joint width between adjacent molded bricks 10. In the event that the contact cam 15 are determined to rest on opposite side surfaces 14 adjacent mold blocks 10, the contact cam 15 can also correspond in terms of depth of the nominal joint width ,
  • the alternative embodiment shown in Fig. 5 and 6 differs from the first embodiment shown in FIG. 1 to 4 only by the shape of the contact cam 16th
  • the contact cams 16 have a vertically directed contact surface 19.
  • the contact cams 16 are formed in plan view converging to the center of the joint 17.
  • the contact cam 16 consist of two sections, namely a first plate-like portion which is web-like directly on the side surface 14 and a support portion formed thereon, which tapers into the actual contact surface 19.
  • the contact cam 16 correspond to the embodiment described above.

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

Abstract

The invention relates to a ground covering made of shaped bricks (10, 11), in particular of paving stones or slabs or the like, wherein the shaped bricks (10, 11) each have a preferably flat upper side (12) and underside (13) and at least one preferably upright side surface (14), and wherein the shaped bricks (10, 11) are laid inside the ground covering next to each other, and wherein adjacent shaped bricks (10, 11) have at least partly a gap between each other in the area of the seams (17), and wherein the gaps (17) between the adjacent shaped bricks (10, 11) are filled with a gap filler material (18) for load transfer between adjacent shaped bricks (10, 11) of the ground covering. According to the invention, it is provided that at least one contact cam (15, 16) is formed in the area of the at least one side surface (14) of each shaped brick (10, 11) for permanently laying adjacent shaped bricks (10, 11) in contact with each other. The contact cams (15, 16) differ from previous gap holders in that they make possible a permanent, nondestructive laying of adjacent shaped bricks (10, 11). The contact cams (15, 16), in contrast to previous gap holders, can be set under each other for transferring the shaped bricks (10, 11) into contact with each other in such a way that the transfer of the shaped bricks (10, 11) into the ground covering is simplified.

Description

Erdreichabdeckung aus Formsteinen Soil cover made of shaped bricks
Beschreibungdescription
Die Erfindung betrifft eine Erdreichabdeckung aus Formsteinen, insbesondere aus Pflastersteinen bzw. Pflasterplatten oder dergleichen, wobei die Formsteine jeweils eine vorzugsweise ebene Ober- und Unterseite sowie wenigstens eine vorzugsweise aufrechte Seitenfläche aufweisen, und wobei die Formsteine innerhalb der Erdreichabdeckung nebeneinander verlegt sind, und wobei jeweils benachbarte Formsteine im Bereich von Fugen wenigstens teilweise voneinander beabstandet sind, und wobei die Fugen zwischen benachbarten Formsteinen mit einem Fugenfüllmaterial verfüllt sind zum Lastabtrag zwischen benachbarten Formsteinen der Erdreichabdeckung, gemäß dem Oberbegriff des Anspruchs 1.The invention relates to a soil cover made of molded bricks, in particular of paving stones or paving slabs or the like, wherein the bricks each have a preferably flat top and bottom and at least one preferably upright side surface, and wherein the bricks are laid side by side within the soil cover, and wherein respectively adjacent blocks in the region of joints are at least partially spaced from each other, and wherein the joints between adjacent blocks are filled with a Fugenfüllmaterial for load transfer between adjacent blocks of the ground cover, according to the preamble of claim 1.
Erdreichabdeckungen der eingangs genannten Art sind aus der Praxis in vielen Ausführungsformen bekannt.Soil covers of the type mentioned are known in practice in many embodiments.
Um derartige Erdreichabdeckungen mit möglichst regelmäßiger Fugenbreite zwischen benachbarten Formsteinen verlegen zu können, werden gerne separate Abstandhalter aus Kunststoff, Holz oder anderen Materialien benutzt, um als Verlegehilfe zu dienen. DieIn order to lay such soil cover with the most regular joint width between adjacent blocks, separate spacers made of plastic, wood or other materials are often used to serve as a laying aid. The
Abstandhalter werden beim Verlegen zwischen benachbarten Formsteinen angeordnet und nach dem Verlegen wieder entfernt. Die Fuge wird mit Fugenfüllmaterial verfüllt, sodass die Formsteine in ihrer Lage gesichert werden. Auf die Formsteine einwirkende Kräfte bzw. Lasten (insbesondere Schubkräfte) werden durch das Fugenfüllmaterial auf benachbarte Formsteine übertragen.Spacers are placed when laying between adjacent blocks and removed after installation. The joint is filled with joint filling material so that the molded blocks are secured in position. Forces or loads (in particular shear forces) acting on the shaped bricks are transferred through the joint filling material to adjacent shaped bricks.
Um einen ordnungsgemäßen Lastabtrag zu gewährleisten ist eine sorgfältige und möglichst gleichmäßige Verfüllung der Fugen zwischen benachbarten Formsteinen mit Fugenfüllmaterial wichtig, da es sonst zu Beschädigungen der Formsteine beim Lastabtrag kommen kann.In order to ensure proper load transfer, it is important to ensure that the joints between adjacent shaped blocks with joint filling material are carefully and evenly uniformed, as otherwise the molded blocks may be damaged during load transfer.
Weiterhin sind Erdreichabdeckungen bekannt, bei denen jeder Formstein angeformteFurthermore, soil covers are known in which molded every molded block
Vorsprünge aufweist, die ebenfalls Abstandhalter genannt werden, aber eigentlich einem anderen Zweck dienen. Derartige Abstandhalter sind eigentlich dazu bestimmt den Stein gegen Beschädigungen zu schützen, die eventuell beim Transport zum Verlegeort oder bei einer Nachbehandlung wie Trommeln, Rumpeln oder dergleichen auftreten können. In der Praxis werden derartige Formsteine aber gerade von Laien gerne so verlegt, dass die Abstandhalter eines Formsteins an aufrechten Seitenflächen eines oder mehrerer benachbarter Formsteine anliegen. Dies führt dazu, dass die Fuge zwischen benachbarten Formsteinen wegen der Abstandhalter nicht komplett mit Fugenfüllmaterial verfüllt werden kann. Als Ergebnis sind Beschädigungen der Formsteine beispielsweise in Form von Abplatzungen zu beobachten.Having projections, which are also called spacers, but actually serve a different purpose. Such spacers are actually intended to protect the stone against damage, possibly during transport to the place of installation or can occur in a post-treatment such as drums, rumble or the like. In practice, however, such shaped bricks are often laid by laymen in such a way that the spacers of a shaped brick rest on upright side surfaces of one or more adjacent molded bricks. As a result of this, the gap between adjacent shaped bricks can not be completely filled with joint filling material because of the spacers. As a result, damage to the form of stones, for example in the form of flaking can be observed.
Hiervon ausgehend liegt der Erfindung die Aufgabe zu Grunde, bekannte Erdreichabdeckungen weiterzuentwickeln, insbesondere derart, dass eine einfache Verlegung ohne Beschädigung der Formsteine ermöglicht wird.On this basis, the invention is based on the object to further develop known soil covers, in particular such that a simple installation without damaging the stones is made possible.
Zur Lösung dieser Aufgabe weist eine erfindungsgemäße Erdreichabdeckung die Merkmale des Anspruchs 1 auf. Es ist demnach vorgesehen, dass im Bereich der wenigstens einen Seitenfläche jedes Formsteins jeweils wenigstens eine Kontaktnocke ausgebildet ist zur dauerhaften Kontaktverlegung benachbarter Formsteine.To achieve this object, a Erdreichabdeckung invention has the features of claim 1. It is therefore provided that at least one contact cam is formed in the region of the at least one side surface of each molded block for permanent contact laying of adjacent molded blocks.
Die Kontaktnocken unterscheiden sich von herkömmlichen Abstandhaltern darin, dass eine dauerhafte zerstörungsfreie Anlage benachbarter Formsteine ermöglicht wird. Die Kontaktnocken können im Unterschied zu herkömmlichen Abstandhaltern zur Kontaktverlegung der Formsteine untereinander eingesetzt werden, sodass die Verlegung der Formsteine zur Erdreichabdeckung vereinfacht wird.The contact cams differ from conventional spacers in that a permanent non-destructive investment adjacent building blocks is made possible. The contact cams can be used in contrast to conventional spacers for contact laying of the blocks with each other, so that the laying of the stones is simplified to soil coverage.
In einer bevorzugten Ausführungsform der Erfindung ist vorgesehen, dass die Kontaktnocken derart bemessen sind, dass der Lastabtrag zwischen benachbarten Formsteinen über das Fugenfüllmaterial im Wesentlichen nicht beeinträchtigt ist. Dies ermöglicht eine zerstörungsfreie Kontaktverlegung unter gleichzeitiger weitestgehender Beibehaltung des Lastabtrags zwischen benachbarten Formsteinen über das Fugenfüllmaterial.In a preferred embodiment of the invention, it is provided that the contact cams are dimensioned in such a way that the load transfer between adjacent shaped blocks via the joint filling material is essentially unaffected. This allows a non-destructive contact laying while at the same time largely retaining the load transfer between adjacent shaped bricks via the joint filling material.
Gemäß einer bevorzugten Weiterbildung der Erfindung kann ferner oder alternativ vorgesehen sein, dass die Kontaktnocken derart bemessen sind, dass es bei dauerhafter Kontaktverlegung der Formsteine nicht zu Beschädigungen der Formsteine bzw. deren Kontaktnocken kommt. Es kommt insbesondere darauf an die Kontaktnocken vorzugsweise mit derart kleinen Abmessungen bzw. geeigneter Gestalt auszubilden, dass der Lastabtrag in der Fuge nicht beeinträchtigt wird und gleichzeitig die Kontaktnocken mit derart großen Abmessungen bzw. geeigneter Gestalt auszubilden, dass einerseits die Kontaktnocken dauerhaft den Belastungen gewachsen sind und nicht zerstört werden und andererseits die Formsteine nicht beschädigt werden.According to a preferred embodiment of the invention may also or alternatively be provided that the contact cams are dimensioned such that it does not damage the conglomerates or their contact cam in permanent contact laying of the blocks. It is particularly important to form the contact cam preferably with such small dimensions or suitable shape that the load transfer in the joint is not affected and at the same time form the contact cam with such large dimensions or suitable shape that on the one hand, the contact cams are able to cope permanently with the loads and not destroyed on the other hand, the stones are not damaged.
In einer bevorzugten Ausführungsform der Erfindung ist vorgesehen, dass die Formsteine wenigstens teilweise derart innerhalb der Erdreichabdeckung verlegt sind, dass eine Kontaktnocke eines ersten Formsteins dauerhaften Kontakt mit einer Seitenfläche eines benachbarten zweiten Formsteins aufweist.In a preferred embodiment of the invention it is provided that the shaped bricks are at least partially laid within the soil cover such that a contact cam of a first molded block has permanent contact with a side surface of an adjacent second molded brick.
In einer weiteren bevorzugten Ausführungsform der Erfindung ist vorgesehen, dass die Formsteine wenigstens teilweise derart innerhalb der Erdreichabdeckung verlegt sind, dass eine Kontaktnocke eines ersten Formsteins dauerhaften Kontakt mit einer Kontaktnocke eines benachbarten zweiten Formsteins aufweist.In a further preferred embodiment of the invention, it is provided that the shaped bricks are at least partially laid within the soil cover such that a contact cam of a first molded block has permanent contact with a contact cam of an adjacent second molded brick.
Vorzugsweise ist vorgesehen, dass eine Tiefe der Kontaktnocke einer halben oder ganzen Soll-Fugenbreite zwischen benachbarten Formsteinen entspricht. In einer bevorzugten Ausführungsform der Erfindung ist vorgesehen, dass die Kontaktnocken der Formsteine identisch ausgebildet sind.It is preferably provided that a depth of the contact cam corresponds to half or full nominal joint width between adjacent shaped bricks. In a preferred embodiment of the invention, it is provided that the contact cams of the molded blocks are identical.
Vorzugsweise ist vorgesehen, dass die Lage der Kontaktnocken benachbarter Formsteine miteinander korrespondiert, derart, dass Kontaktnocken benachbarter Formsteine gegeneinander stoßen. Auf diese Weise wird die Kontaktverlegung der Kontaktnocken benachbarter Formsteine erleichtert.It is preferably provided that the position of the contact lugs of adjacent molded blocks corresponds to one another such that contact lugs of adjacent molded blocks abut one another. In this way, the contact transfer of the contact cam adjacent shaped blocks is facilitated.
Von besonderer Bedeutung in einer bevorzugten Ausführungsform der Erfindung ist, dass die Kontaktnocken, insbesondere eine Kontaktfläche derselben, beim Abrütteln der Erdreichabdeckung nicht zerstört werden.Of particular importance in a preferred embodiment of the invention is that the contact cam, in particular a contact surface thereof, are not destroyed when shaking the soil cover.
Vorzugsweise ist vorgesehen, dass die Kontaktnocken eine Kontaktfläche zur dauerhaften Kontaktverlegung mit benachbarten Formsteinen aufweisen. Es ist demnach ein bestimmter Abschnitt bzw. Bereich der Kontaktnocken zur Anlage an Seitenflächen und/oder Kontaktnocken benachbarter Formsteine vorgesehen.It is preferably provided that the contact cams have a contact surface for permanent contact laying with adjacent shaped bricks. It is therefore a specific section or region of the contact cam for abutment against side surfaces and / or contact cams of adjacent molded blocks is provided.
In einer bevorzugten Ausführungsform der Erfindung ist vorgesehen, dass sich der Querschnitt der Kontaktnocken zur Kontaktfläche hin verjüngt. Auf diese Weise können die Kontaktnocken eine konisch verlaufende Gestalt aufweisen, die sich als vorteilhaft erwiesen hat.In a preferred embodiment of the invention it is provided that the cross section of the contact cam tapers towards the contact surface. In this way, the contact cams may have a conical shape, which has proved to be advantageous.
Weitere bevorzugte Ausgestaltungen der Erfindung ergeben sich aus den Unteransprüchen, der Beschreibung im Übrigen sowie den Zeichnungen.Further preferred embodiments of the invention will become apparent from the dependent claims, the description of the rest and the drawings.
Bevorzugte Ausführungsbeispiele der Erfindung werden nachfolgend anhand einer Zeichnung erläutert. In dieser zeigen:Preferred embodiments of the invention are explained below with reference to a drawing. In this show:
Fig. 1 einen Formstein in räumlicher Darstellung,1 is a molded block in a spatial representation,
Fig. 2 zwei benachbarte Formsteine gemäß Fig. 1 innerhalb einer Erdreichabdeckung in einer Seitenansicht,2 shows two adjacent shaped blocks according to FIG. 1 within a soil cover in a side view, FIG.
Fig. 3 die Darstellung gemäß Fig. 2 in vergrößertem Maßstab,3 shows the representation of FIG. 2 on an enlarged scale,
Fig. 4 eine Draufsicht auf die beiden Formsteine gemäß Fig. 2,4 is a plan view of the two blocks according to FIG. 2,
Fig. 5 ein weiterer Formstein in räumlicher Darstellung, undFig. 5 shows another shaped block in a spatial representation, and
Fig. 6 eine vergrößerte Draufsicht auf zwei Abstandhalter benachbarter Formsteine gemäß Fig. 5.6 is an enlarged plan view of two spacers adjacent mold blocks of FIG .. 5
Die in Fig. 1 bis 4 einerseits gezeigten Formsteine 10 und in Fig. 5 und 6 andererseits gezeigten Formsteine 1 1 dienen zur Erstellung von nicht weiter in der Zeichnung dargestellten Erdreichabdeckungen. Die vorzugsweise aus Beton hergestellten Formsteine 10, 11 verfügen über eine Oberseite 12, eine Unterseite 13 sowie vier aufrechte Seitenflächen 14. In den vorliegenden Ausführungsbeispielen sind die Formsteine 10, 1 1 somit quaderförmig ausgebildet, beispielsweise als Pflastersteine oder Pflasterplatten aus Beton.The molded blocks 1 shown on the one hand on the one hand in FIGS. 1 to 4 and on the other hand shown in FIGS. 5 and 6 on the other hand serve for the production of soil coverings not further shown in the drawing. The preferably made of concrete blocks 10, 11 have a top 12, a bottom 13 and four upright side surfaces 14. In the present embodiments, the Formed blocks 10, 1 1 thus cuboid, for example as paving stones or paving slabs made of concrete.
Selbstverständlich können die Formsteine 10, 11 aber auch eine andere Gestalt aufweisen, wie z.B. quadratisch, dreieckig, trapezförmig, n-eckig oder mit gekrümmten bzw. gebogenen Seitenflächen 14. Auf die konkrete Gestalt der Formsteine 10, 11 kommt es im vorliegenden Fall nicht zwingend an.Of course, the bricks 10, 11 but also have a different shape, such as. square, triangular, trapezoidal, n-shaped or with curved or curved side surfaces 14. The concrete shape of the blocks 10, 11 is not essential in this case.
Von besonderer Bedeutung ist die Gestalt von Kontaktnocken 15, 16, die jeweils an Seitenflächen 14 der Formsteine 10, 11 ausgebildet sind. Die Kontaktnocken 15, 16 dienen als Verlegehilfe für die Formsteine 10, 11. Es ist vorgesehen, dass dieOf particular importance is the shape of contact cams 15, 16, which are each formed on side surfaces 14 of the blocks 10, 11. The contact cams 15, 16 serve as a laying aid for the blocks 10, 11. It is envisaged that the
Kontaktnocken 15, 16 derart ausgebildet sind, dass diese innerhalb der verlegtenContact cams 15, 16 are designed such that they are laid within the
Erdreichabdeckung dauerhaft an benachbarten Formsteinen 10, 11 anliegen, ohne dass es zu Beschädigungen an den Kontaktnocken 15, 16 oder den Formsteinen 10, 11 durch die üblichen Belastungen während des Einbaus oder der Benutzung derDirt cover permanently adjacent to adjacent blocks 10, 11, without causing damage to the contact cam 15, 16 or the blocks 10, 11 by the usual loads during installation or use of
Erdreichabdeckung kommt.Soil coverage is coming.
Als Anlage an benachbarten Formsteinen 10, 11 zählt dabei sowohl eine Anlage an Seitenfläche 14 derselben oder an Kontaktnocken 15, 16 der benachbarten Formsteine 10, 11.As an abutment against adjacent shaped bricks 10, 11, both an abutment on side surface 14 of the same or on contact cams 15, 16 of adjacent shaped bricks 10, 11 counts.
Denkbar ist auch, dass einige Kontaktnocken 15, 16 an Seitenflächen 14 benachbarter Formsteine 10, 11 anliegen, wohingegen andere Kontaktnocken 15, 16 desselben Formstein 10, 11 an Kontaktnocken 15, 16 eines benachbarten Formsteins 10, 11 anliegen.It is also conceivable that some contact cams 15, 16 rest on side surfaces 14 of adjacent molded blocks 10, 11, whereas other contact cams 15, 16 of the same molded brick 10, 11 abut contact cams 15, 16 of an adjacent molded block 10, 11.
Die Formsteine 10, 1 1 können zudem auch herkömmliche Abstandhalter aufweisen.The stones 10, 1 1 can also have conventional spacers.
Die Kontaktnocken 15, 16 sind derart gestaltet, dass der Lastabtrag innerhalb der Fuge 17 zwischen benachbarten Formsteinen 10, 11 nicht beeinträchtigt wird. Die Fuge 17 wird in üblicher Weise mit bekanntem Fugenfüllmatehal 18 befüllt zum Lastabtrag zwischen benachbarten Formsteinen 10, 11. Eine Besonderheit besteht darin, dass die Kontaktnocken 15, 16 derart ausgebildet sind, dass dieser Lastabtrag zwischen benachbarten Formsteinen 10, 11 über das Fugenfüllmaterial 18 im Wesentlichen nicht beeinträchtigt wird. Eine weitere Besonderheit besteht darin, dass die Kontaktnocken 15, 16 derart bemessen sind, dass es bei dauerhafter Kontaktverlegung der Formsteine 10, 11 nicht zu Beschädigungen der Formsteine 10, 1 1 bzw. der Kontaktnocken 15, 16 kommt.The contact cams 15, 16 are designed such that the load transfer within the joint 17 between adjacent shaped blocks 10, 11 is not impaired. The joint 17 is filled in a conventional manner with known Fugenfüllmatehal 18 for load transfer between adjacent molded blocks 10, eleventh A special feature is that the contact cams 15, 16 are formed such that this load transfer between adjacent shaped blocks 10, 11 is not affected by the joint filling material 18 substantially. Another special feature is that the contact cams 15, 16 are dimensioned such that there is no damage to the molded blocks 10, 1 1 or the contact cams 15, 16 with permanent contact laying of the blocks 10, 11.
Im Ergebnis müssen die Kontaktnocken 15, 16 damit einen möglichst kleinen Querschnitt bzw. entsprechende Abmessungen aufweisen, um den Lastabtrag in der Fuge 17 nicht zu beeinträchtigen und andererseits groß bzw. stabil genug sein, um nicht bei der Verlegung, dem Abrütteln oder in Benutzung beschädigt zu werden.As a result, the contact cams 15, 16 thus have the smallest possible cross-section or corresponding dimensions in order not to impair the load transfer in the joint 17 and on the other hand be large or stable enough not to damage during installation, shaking or in use to become.
In den Fig. 1 bis 4 einerseits sowie in den Fig. 5 und 6 andererseits sind zwei mögliche Ausgestaltungen der Erfindung gezeigt. Die Erfindung ist dabei weder auf die spezielle Anordnung der Kontaktnocken 15, 16 beschränkt, noch auf die dort gezeigte Gestalt des Formsteins 10, 11.In FIGS. 1 to 4 on the one hand and in FIGS. 5 and 6 on the other hand, two possible embodiments of the invention are shown. The invention is not limited to the specific arrangement of the contact cam 15, 16, nor to the shape of the molded block 10, 11 shown there.
In Fig. 1 sind die Kontaktnocken 15 jeweils an gegenüberliegenden langgestreckten Seitenflächen 14 angeordnet. Die Kontaktnocken 15 sind derart positioniert, dass diese an Kontaktnocken 15 benachbarter Formsteine 10 zur Anlage kommen (Fig. 3 und 4). Selbstverständlich können die Kontaktnocken 15 auch anders angeordnet sein, so dass ein oder mehrere Kontaktnocken 15 an der Seitenfläche 14 eines benachbarten Formsteins 10 in dauerhaftem Kontakt anliegen. Ebenso können die kurzen Seitenflächen 14 weitere Kontaktnocken 15 aufweisen.In Fig. 1, the contact cams 15 are respectively disposed on opposite elongated side surfaces 14. The contact cams 15 are positioned in such a way that they come into contact with contact cams 15 of adjacent molded blocks 10 (FIGS. 3 and 4). Of course, the contact cam 15 may also be arranged differently, so that one or more contact cam 15 abut against the side surface 14 of an adjacent molded block 10 in permanent contact. Likewise, the short side surfaces 14 may have further contact cams 15.
Vorzugsweise werden die Formsteine 10, 11 in der Praxis an allen aufrechten Seitenflächen 14 Kontaktnocken 15, 16 aufweisen.Preferably, the blocks 10, 11 in practice on all upright side surfaces 14 contact cam 15, 16 have.
Wie sich aus Fig. 3 ergibt, sind die Kontaktnocken 15 im unteren Bereich der Seitenflächen 14 ausgebildet. Die Kontaktnocken 15 sind im Querschnitt etwa dreieckig ausgebildet, wobei etwa die obere Steinhälfte im Bereich der Seitenflächen 14 frei von Kontaktnocken 15 ist. Die Tiefe der Kontaktnocken 15 nimmt dabei etwa ab halber Höhe der Seitenflächen 14 kontinuierlich bis zur Ebene der Unterseite 13 der Formsteine 10 zu. Auf diese Weise wird der Lastabtrag im oberen Bereich der Fuge 17 nicht durch die Kontaktnocken 15 gestört. Da die Kontaktnocken 15 zudem insgesamt nur einen sehr kleinen Bereich der Seitenfläche 14 bedecken, wird der Lastabtrag über das Fugenfüllmaterial 18 im unteren Bereich der Fuge 17 auch nur unwesentlich beeinträchtigt.As is apparent from Fig. 3, the contact cam 15 are formed in the lower region of the side surfaces 14. The contact cams 15 are approximately triangular in cross-section, wherein about the upper half of the stone in the region of the side surfaces 14 is free of contact cam 15. The depth of the contact cam 15 increases approximately at half the height of the side surfaces 14 continuously up to the level of the bottom 13 of the blocks 10 to. In this way, the load transfer in the upper region of the joint 17 is not disturbed by the contact cam 15. Since the contact cams 15 also cover a total of only a very small area of the side surface 14, the load transfer via the joint filling material 18 in the lower region of the joint 17 is only marginally impaired.
Es versteht sich, dass die Kontaktnocken 15 entsprechend dem gewünschten Verlegemuster der Formsteine 10, 11 innerhalb der Erdreichabdeckung auch in anderer Relativstellung angeordnet sein können.It is understood that the contact cam 15 can be arranged according to the desired laying pattern of the blocks 10, 11 within the soil cover in other relative position.
Von weiterer Bedeutung ist, dass die Kontaktnocken 15 eine Kontaktfläche 19 aufweisen, zur Anlage an benachbarten Formsteinen 10 oder deren Kontaktnocken 15. Die Kontaktfläche 19 befindet sich im Ausführungsbeispiel gemäß Fig. 1 bis 4 im unteren Bereich der Kontaktnocken 15, nämlich im Bereich der größten Querschnittsabmessung bzw. Tiefe quer zur Fugenrichtung. Lediglich in Bereich Kontaktfläche 19 liegen die Kontaktnocken 15 aneinander an. Im Ausführungsbeispiel gemäß Fig. 1 bis 4 ist eine linienförmige Kontaktfläche 19 gegeben. Die Kontaktfläche 19 verläuft dabei einerseits horizontalgerichtet und in der Ebene der Unterseite 13 der Formsteine 10.Of further importance is that the contact cam 15 have a contact surface 19, for abutment with adjacent molded blocks 10 or their contact cam 15. The contact surface 19 is in the embodiment of FIG. 1 to 4 in the lower region of the contact cam 15, namely in the region of the largest Cross-sectional dimension or depth transverse to the joint direction. Only in area contact surface 19 are the contact cam 15 against each other. In the embodiment of FIGS. 1 to 4, a linear contact surface 19 is given. The contact surface 19 extends on the one hand horizontally oriented and in the plane of the bottom 13 of the blocks 10.
Die vorstehend beschriebene Anordnung der Kontaktnocken 15 führt zu einem harmonischen Fugenbild, da die Kontaktnocken 15 aufgrund ihrer Größe und Lage nach dem Verfüllen der Fuge 17 zwischen den Formsteinen 10, 11 nicht mehr für den Betrachter ersichtlich sind.The arrangement described above, the contact cam 15 results in a harmonious joint image, since the contact cam 15 due to their size and location after filling the joint 17 between the blocks 10, 11 are no longer visible to the viewer.
Die Tiefe der Kontaktnocken 15 entspricht im vorliegenden Ausführungsbeispiel etwa der Hälfte der Sollfugenbreite zwischen benachbarten Formsteinen 10. Für den Fall, dass die Kontaktnocken 15 zur Anlage an gegenüberliegenden Seitenflächen 14 benachbarter Formsteine 10 bestimmt sind, können die Kontaktnocken 15 auch hinsichtlich der Tiefe der Sollfugenbreite entsprechen.In the present embodiment, the depth of the contact cam 15 corresponds approximately to half of the nominal joint width between adjacent molded bricks 10. In the event that the contact cam 15 are determined to rest on opposite side surfaces 14 adjacent mold blocks 10, the contact cam 15 can also correspond in terms of depth of the nominal joint width ,
Das in Fig. 5 und 6 gezeigte alternative Ausführungsbeispiel unterscheidet sich vom ersten Ausführungsbeispiel gemäß Fig. 1 bis 4 lediglich durch die Gestalt der Kontaktnocken 16. Im dort gezeigten Fall verfügen die Kontaktnocken 16 über eine vertikal gerichtete Kontaktfläche 19. Die Kontaktnocken 16 sind in Draufsicht konvergierend zur Mitte der Fuge 17 ausgebildet. Im vorliegenden Fall bestehen die Kontaktnocken 16 aus zwei Abschnitten, nämlich einem ersten plattenartigen Abschnitt der unmittelbar an der Seitenfläche 14 stegartig ausgebildet ist und einem daran angeformten Stützabschnitt, der in die eigentliche Kontaktfläche 19 zuläuft.The alternative embodiment shown in Fig. 5 and 6 differs from the first embodiment shown in FIG. 1 to 4 only by the shape of the contact cam 16th In the case shown there, the contact cams 16 have a vertically directed contact surface 19. The contact cams 16 are formed in plan view converging to the center of the joint 17. In the present case, the contact cam 16 consist of two sections, namely a first plate-like portion which is web-like directly on the side surface 14 and a support portion formed thereon, which tapers into the actual contact surface 19.
Im Übrigen entsprechen die Kontaktnocken 16 dem vorstehend beschriebenen Ausführungsbeispiel. Incidentally, the contact cam 16 correspond to the embodiment described above.
BezugszeichenlisteLIST OF REFERENCE NUMBERS
10 Formstein10 shaped stone
11 Formstein11 shaped stone
12 Oberseite12 top
13 Unterseite13 bottom
14 Seitenfläche14 side surface
15 Kontaktnocke15 contact cam
16 Kontaktnocke16 contact cam
17 Fuge17 fugue
18 Fugenfüllmaterial18 joint filling material
19 Kontaktfläche 19 contact surface

Claims

Patentansprüche claims
1. Erdreichabdeckung aus Formsteinen (10, 11 ), insbesondere aus Pflastersteinen bzw. Pflasterplatten oder dergleichen, wobei die Formsteine (10, 11) jeweils eine vorzugsweise ebene Oberseite (12) und Unterseite (13) sowie wenigstens eine vorzugsweise aufrechte Seitenfläche (14) aufweisen, und wobei die Formsteine (10, 11) innerhalb der Erdreichabdeckung nebeneinander verlegt sind, und wobei jeweils benachbarte Formsteine (10, 11) im Bereich von Fugen (17) wenigstens teilweise voneinander beabstandet sind, und wobei die Fugen (17) zwischen benachbarten Formsteinen (10, 1 1) mit einem Fugenfüllmaterial (18) verfüllt sind zum Lastabtrag zwischen benachbarten Formsteinen (10, 11) der Erdreichabdeckung, dadurch gekennzeichnet, dass im Bereich der wenigstens einen Seitenfläche (14) jedes Formsteins (10, 11) jeweils wenigstens eine Kontaktnocke (15, 16) ausgebildet ist zur dauerhaften Kontaktverlegung benachbarter Formsteine (10, 1 1).1. Soil cover made of molded blocks (10, 11), in particular of paving stones or paving slabs or the like, wherein the molded blocks (10, 11) each have a preferably planar upper side (12) and underside (13) and at least one preferably upright side surface (14) and wherein the shaped bricks (10, 11) are laid side by side within the soil cover, and wherein adjacent shaped blocks (10, 11) in the region of joints (17) are at least partially spaced from each other, and wherein the joints (17) between adjacent Forming blocks (10, 1 1) with a joint filling material (18) are filled for load transfer between adjacent blocks (10, 11) of the soil cover, characterized in that in the region of at least one side surface (14) of each molded block (10, 11) at least a contact cam (15, 16) is formed for the permanent contact laying of adjacent molded blocks (10, 1 1).
2. Erdreichabdeckung nach Anspruch 1 , dadurch gekennzeichnet, dass die Kontaktnocken (15, 16) derart bemessen sind, dass der Lastabtrag zwischen benachbarten Formsteinen (10, 11 ) über das Fugenfüllmaterial (18) im wesentlichen nicht beeinträchtigt ist.2. Dirt cover according to claim 1, characterized in that the contact cams (15, 16) are dimensioned such that the load transfer between adjacent shaped bricks (10, 11) on the joint filling material (18) is substantially unaffected.
3. Erdreichabdeckung nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Kontaktnocken (15, 16) derart bemessen sind, dass es bei dauerhafter Kontaktverlegung der Formsteine (10, 11) nicht zu Beschädigungen der Formsteine (10, 11 ) bzw. deren Kontaktnocken (15, 16) kommt.3. Dirt cover according to claim 1 or 2, characterized in that the contact cams (15, 16) are dimensioned such that it is not damaged in permanent contact laying of the molded blocks (10, 11) to the stones (10, 11) or their contact cam (15, 16) comes.
4. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Formsteine (10, 1 1) wenigstens teilweise derart innerhalb der4. soil cover according to one of the preceding claims, characterized in that the shaped stones (10, 1 1) at least partially so within the
Erdreichabdeckung verlegt sind, dass eine Kontaktnocke (15, 16) eines ersten Formsteins (10, 11) dauerhaften Kontakt mit einer Seitenfläche (14) eines benachbarten zweiten Formsteins (10, 11 ) aufweist. Soil cover are laid, that a contact cam (15, 16) of a first molded block (10, 11) has permanent contact with a side surface (14) of an adjacent second molded block (10, 11).
5. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Formsteine (10, 11) wenigstens teilweise derart innerhalb der Erdreichabdeckung verlegt sind, dass eine Kontaktnocke (15, 16) eines ersten Formsteins (10, 11 ) dauerhaften Kontakt mit einer Kontaktnocke (15, 16) eines benachbarten zweiten Formsteins (10, 11) aufweist.5. Dirt cover according to one of the preceding claims, characterized in that the molded blocks (10, 11) are at least partially laid within the soil cover such that a contact cam (15, 16) of a first molded block (10, 11) permanent contact with a contact cam (15, 16) of an adjacent second molded block (10, 11).
6. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass eine Tiefe der Kontaktnocke (15, 16) einer halben oder ganzen Soll-Fugenbreite zwischen benachbarten Formsteinen (10, 11) entspricht.6. Dirt cover according to one of the preceding claims, characterized in that a depth of the contact cam (15, 16) corresponds to a half or full nominal joint width between adjacent shaped bricks (10, 11).
7. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kontaktnocken (15, 16) der Formsteine (10, 1 1) identisch ausgebildet sind.7. soil cover according to one of the preceding claims, characterized in that the contact cams (15, 16) of the molded blocks (10, 1 1) are identical.
8. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Lage der Kontaktnocken (15, 16) benachbarter Formsteine (10, 11) miteinander korrespondiert, derart, dass Kontaktnocken (15, 16) benachbarter Formsteine (10, 1 1 ) gegeneinander stoßen.8. soil cover according to one of the preceding claims, characterized in that the position of the contact cam (15, 16) of adjacent molded blocks (10, 11) with each other, such that contact cam (15, 16) of adjacent molded blocks (10, 1 1) against each other bump.
9. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kontaktnocken (15, 16), insbesondere eine Kontaktfläche (19) derselben, beim Abrütteln der Erdreichabdeckung nicht zerstört wird.9. soil cover according to one of the preceding claims, characterized in that the contact cam (15, 16), in particular a contact surface (19) thereof, while shaking the soil cover is not destroyed.
10. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kontaktnocken (15, 16) eine Kontaktfläche (19) zur dauerhaften Kontaktverlegung mit benachbarten Formsteinen (10, 11 ) aufweisen.10. Dirt cover according to one of the preceding claims, characterized in that the contact cams (15, 16) have a contact surface (19) for permanent contact laying with adjacent molded bricks (10, 11).
11. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass sich der Querschnitt der Kontaktnocken (15, 16) zur Kontaktfläche (19) hin verjüngt.11. Soil covering according to one of the preceding claims, characterized in that the cross section of the contact cam (15, 16) tapers towards the contact surface (19).
12. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kontaktnocken (15, 16) eine annähernd linienförmige Kontaktfläche (19) aufweisen. 12. Dirt cover according to one of the preceding claims, characterized in that the contact cams (15, 16) have an approximately linear contact surface (19).
13. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kontaktfläche (19) horizontal, vertikal oder schräg gerichtet verläuft.13. Dirt cover according to one of the preceding claims, characterized in that the contact surface (19) extends horizontally, vertically or obliquely.
14. Erdreichabdeckung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Kontaktfläche (19) der Kontaktnocken (15) in einer Ebene mit der Unterseite (13) der Formsteine (10) angeordnet ist. 14, soil cover according to one of the preceding claims, characterized in that the contact surface (19) of the contact cam (15) in a plane with the underside (13) of the molded blocks (10) is arranged.
EP07819400.8A 2006-11-01 2007-10-29 Ground covering made of shaped bricks Not-in-force EP2084327B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200610051938 DE102006051938A1 (en) 2006-11-01 2006-11-01 Soil cover made of shaped bricks
PCT/EP2007/009358 WO2008052725A1 (en) 2006-11-01 2007-10-29 Ground covering made of shaped bricks

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EP2084327A1 true EP2084327A1 (en) 2009-08-05
EP2084327B1 EP2084327B1 (en) 2015-10-14

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WO (1) WO2008052725A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112281575A (en) * 2020-10-26 2021-01-29 天津鑫路桥建设工程有限公司 Prefabricated temporary road and construction method

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE675776C (en) * 1934-06-01 1939-05-17 Randolf Menzel Pavement made of natural or artificial stone
DK137812B (en) * 1971-07-28 1978-05-08 Karna Jakobsen Paving stone set.
NL8401552A (en) * 1984-05-14 1985-12-02 Den Bosch Beton Bouwmaterialen Rectangular concrete paving stone - has side faces with spacer lugs extending normal to exposed face, lugs pref. arranged to contact side of only one adjoining stone
DE8700821U1 (en) * 1987-01-19 1987-05-14 Gebr. Greiner GmbH,Betonsteinwerk, 7441 Neckartailfingen Lawn paving stone
DE9302191U1 (en) * 1993-02-16 1993-04-08 Kronimus AG, 7557 Iffezheim Paving stone in polygonal, especially rectangular shape
DE9311056U1 (en) * 1993-07-23 1993-11-04 Betonwerke Munderkingen Reinschütz GmbH, 89597 Munderkingen Grass paving stone
DE29510837U1 (en) * 1995-07-04 1995-09-14 E. Schwenk Zementwerke KG, 89077 Ulm Composite panel
DE19537823A1 (en) * 1995-10-11 1997-04-17 Fiege & Bertoli Gmbh & Co Kg Paving stone connection
DE29720206U1 (en) * 1997-11-14 1998-01-02 Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf Concrete block for paving
PL195987B1 (en) * 1998-08-17 2007-11-30 Rolf Scheiwiller Paving stone
EP1036882B1 (en) * 1999-03-15 2003-03-05 Kombilith GmbH Entwicklung und Verwertung Artificial stone for pavings
AT408001B (en) * 1999-11-17 2001-08-27 Peneder Christian CONCRETE STONE FOR FASTENING A DRIVABLE AREA
DE20109608U1 (en) * 2001-06-08 2001-12-06 Fiege & Bertoli Gmbh & Co Kg Artificial stone for paving
DE20201877U1 (en) * 2002-02-07 2002-05-29 Kombilith Gmbh Entwicklung & Verwertung Artificial stone for paving
FR2841915B1 (en) * 2002-07-08 2008-06-20 Bock Heinrich Et Cie Ets AUTOBLOATING CONCRETE PAVE

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2008052725A1 *

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