EP1335069A2 - Kunststein für Pflasterzwecke - Google Patents
Kunststein für Pflasterzwecke Download PDFInfo
- Publication number
- EP1335069A2 EP1335069A2 EP02005160A EP02005160A EP1335069A2 EP 1335069 A2 EP1335069 A2 EP 1335069A2 EP 02005160 A EP02005160 A EP 02005160A EP 02005160 A EP02005160 A EP 02005160A EP 1335069 A2 EP1335069 A2 EP 1335069A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- composite
- sections
- artificial stone
- section
- composite sections
- 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
Links
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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
Definitions
- the present invention relates to an artificial stone for Paving purposes with at least two spaced apart arranged projecting strip-shaped composite sections on at least one side surface that is installed with two strip-shaped composite sections of an adjacent one Artificial stone interact, being in the lower Area of the side surface between the two composite sections one protruding from the side surface, however joint securing section recessing in relation to the composite sections is arranged, a composite section of the neighboring brick contacted in the laid state.
- Such an artificial stone for paving is from DE-GM 201 09 608 known.
- the joint securing section has the task here, the composite sections of neighboring Stones in the laid state with each other or with the side surfaces distance the neighboring stones, so that a minimum joint width (apart from the contact area between joint securing section and composite section) ensuring the maintenance of the The elasticity of the pavement is guaranteed.
- a minimum joint width (apart from the contact area between joint securing section and composite section) ensuring the maintenance of the The elasticity of the pavement is guaranteed.
- the composite sections are, for example designed in the form of semi-cylindrical strips.
- the joint securing section ensures that the composite section of one stone is not directly connected to the Contact the side surface of the neighboring stone can, but through the joint securing section on the desired distance is kept.
- the Joint securing section laying the stones. It exists however, in this embodiment there is still the risk that when laying the composite section of a stone not exactly the middle between the two adjacent composite sections of the other stone contacted, but is laterally shifted towards the center and even on this way with a composite section of the adjacent one Steines comes into direct contact, which of course is undesirable is. Direct contact between the stones is undesirable because it makes it elastic of the pavement being affected.
- the present invention is based on the object to create an artificial stone of the type described at the beginning, of achieving a good bond effect and more extensive Avoiding direct contact from neighboring Stones are particularly easy to lay when laying leaves.
- socket-shaped extension of the lower areas of the composite sections two main advantages achieved: on the one hand, on more natural Way than before when laying an automatic Positioning in grid dimensions achieved because of the composite section one of the stones through the base-like extensions automatically in the correct position between the composite sections of the other stone.
- the socket-shaped extensions act as laying aids, which is a laborious one carried out by inspection no longer require free positioning. This provides a significant additional workload when laying.
- base-shaped extension means here that the lower area of a composite section opposite the remaining area of the same in parallel to the side surfaces Direction is expanded.
- This extended area should have a limited extent in the height direction of the stone possess to the extent of possible contact between the bonded sections between adjacent stones to keep as low as possible.
- the transition between the base-like extended area and the one arranged above it Area of the composite section should preferably be abruptly or in a sloping manner to prevent that the composite sections over a longer area can get in contact with each other.
- the boundary surfaces of the base-like extended section themselves should preferably be vertical so that with the base of the inserted composite section of the neighboring stone results in a vertical joint.
- the base of a composite section also coincides a minimal contact area on the joint securing section of the neighboring stone, so that here too the direct Contact between the stones is kept to a minimum.
- the artificial stone preferably points along a side surface a variety of spaced apart Composite sections. Due to this multitude of arranged Composite sections can be much smaller grid dimensions realize than with known stones. So lies the smallest grid dimension at approx. 20 mm. These smaller grid dimensions allow a more flexible design of the stone formats and laying patterns. Otherwise, the strip-shaped vertical composite sections in a grid dimension on the Stone side surfaces positioned that the composite sections of the neighboring stone exactly in the middle between the Impact composite sections of the stone.
- the composite sections are expediently all-round arranged on all side surfaces of the stone. This ensures that the stones are always laid correctly "as is” can be. This makes the laying essential simplified.
- strip-shaped composite sections themselves, so these are preferably partially cylindrical, in particular semi-cylindrical. This closes not that other geometric shapes are used can reach.
- the joint securing section extends over the entire Length of one side of the stone. He will therefore only due to the base-like extensions of the composite sections interrupted. Each composite section of the adjacent Steines therefore hits the joint securing section when putting it on, so that a variety of contact points is given over the length of a side surface.
- the joint securing section only between the two the stone corners on next located composite sections arranged, since each only two points of contact to a neighboring stone are sufficient are.
- This embodiment therefore has the advantage that minimizes the direct contact points between neighboring stones become.
- the joint securing section itself is concerned, it is preferably designed such that the contact with the corresponding composite section of the Neighboring stone is minimized.
- Another preferred solution provides that the contact section between the composite section and the joint securing section when shaking or when the load is high Pavement structure is destructible. Such destruction is desirable because this enables direct contact between the Stones are lost and the elasticity of the pavement structure increases. It is irrelevant whether such destruction directly when the plaster is shaken off Laying takes place or only in the use phase correspondingly high load on the same.
- Compound system can also be realized in very narrow joints. This is particularly interesting where there are joints with sand be filled and wider joints to accommodate splintery Material is not technically necessary.
- the artificial stone 1 shown in Figure 1 is made of concrete and has four side surfaces 2 and a bottom surface and a top surface. It has the shape of a horizontal section Rectangle. On its side surfaces are at equal intervals strip-shaped from each other, extending vertically extending composite sections 3, 4 arranged, the approximately partially cylindrical, as shown at 4, or partially frustoconical, as shown at 3.
- This Composite sections are evenly distributed over the side surfaces provided, the sections arranged circumferentially are, i.e. seen in one direction extend the same distances across all side surfaces, the composite sections on opposite side surfaces are arranged so that there is a composite section on a side surface exactly in the middle between two composite sections located on the opposite side surface. In this way, stones can be put together to achieve a pavement bond.
- the distance between the composite sections is by a certain grid dimension set that in the shown here Embodiment is relatively small, which is a special allows flexible design of the stone formats and laying patterns.
- the composite sections 3, 4 are in their lower end region socket-shaped extended in the direction parallel to the side surfaces.
- Such a base is shown at 5.
- the base 5 has a vertical face and one oblique transition area 7, which in the rest Part of the composite section merges. Towards this remaining part, the base is only extended laterally, while in the front area compared to the rest of the part there is no extension.
- the shape of the base can be seen in Figure 2, in which it a plan view of the joint between three Stones. It can be seen that the partially cylindrical trained composite section 4 in the lower Area extended in the direction parallel to the side surfaces and there via the inclined sections 7 mentioned in the base 5 with a vertical face. It can be clearly seen that the base 5 relative to the remaining part of the composite section 4 only extended in the direction parallel to the side surfaces is. The base is thus in horizontal section also partially cylindrical, but with a larger one Radius as the composite section 4 above.
- the composite sections 3 are designed in a corresponding manner, aside from being upward rejuvenate.
- Figure 3 shows a view of several laid stones from above. You can see that in the upper area by the tapered composite sections 3 a relatively wide joint is available. In addition, the Composite sections 3, 4 not up to the upper edge of the corresponding Side surface. This wide joint is created by the Joint securing section 6 reached and automatically when laying set.
- Figure 4 shows a joint cross-section between two put together Stones in detail. You can see the joint securing section 6 with the lower side parallel Section 8 and the upper sloping section 9 on both Stones. Furthermore, it can be seen that the composite section 3 of the stone on the left in the figure corresponds to the corresponding one Joint securing section 6 of the right in the figure Stone has not yet been contacted. If the left stone at Moving further to the right, the composite section occurs 3 in contact with the joint securing section 6, whereby the end position of both stones relative to each other is reached. It can be clearly seen here that the base 5 of the composite section 3 in one direction perpendicular to the stone side surface, i.e. in the leaf plane of the Figure 4, not compared to the rest of the composite section extended. Rather, this extension is only in the side parallels Area available. This area merges the inclined section 7 in the part of the Composite section over. The composite section 3 of the in Figure 4 shown right stone is shown hatched.
- FIG. 5 shows a spatial view of a further embodiment of an artificial stone 1, which is different from the embodiment of Figure 1 differs only in that the Joint securing section 6 does not cover the entire stone rotates, but only between the two composite sections is arranged to the respective stone corner on next lie.
- There are 2 on each side surface thus two short joint securing sections 6, the rest are formed in the same manner as in the embodiment of figure 1. These two sections on each Side surface are sufficient, since there are only two points of contact to a neighboring stone are sufficient to the stones keep at a distance and set the desired joint.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Prostheses (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Walking Sticks, Umbrellas, And Fans (AREA)
Abstract
Description
für Pflasterzwecke einer ersten Ausführungs form;
der Figur 1 im aneinandergesetzten Zustand;
eines Pflasters aus Kunststeinen der Figuren
1 und 2;
zwischen zwei benachbarten Steinen der Figu ren 1 bis 3; und
einer weiteren Ausführungsform.
Claims (10)
- Kunststein für Pflasterzwecke mit mindestens zwei mit Abstand voneinander angeordneten vorstehenden leistenförmigen Verbundabschnitten an mindestens einer Seitenfläche, die im verlegten Zustand mit zwei leistenförmigen Verbundabschnitten eines benachbarten Kunststeines zusammenwirken, wobei im unteren Bereich der Seitenfläche zwischen den beiden Verbundabschnitten ein von der Seitenfläche vorstehender, jedoch gegenüber den Verbundabschnitten zurückspringender Fugensicherungsabschnitt angeordnet ist, den ein Verbundabschnitt des Nachbarsteines im verlegten Zustand kontaktiert, dadurch gekennzeichnet, daß die Verbundabschnitte (3, 4) in ihrem unteren Bereich in seitenflächenparalleler Richtung derart sockelförmig erweitert sind, daß beim Anlegen benachbarter Steine eine automatische mittige Positionierung des zugehörigen Verbundabschnittes (3, 4) des Nachbarsteines zwischen den beiden Verbundabschnitten (3, 4) unter Aufrechterhaltung eines erforderlichen Minimalabstandes erfolgt.
- Kunststein nach Anspruch 1, dadurch gekennzeichnet, daß er entlang einer Seitenfläche (2) eine Vielzahl von mit Abstand voneinander angeordneten Verbundabschnitten (3, 4) aufweist.
- Kunststein nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Verbundabschnitte (3, 4) umlaufend auf allen Seitenflächen angeordnet sind.
- Kunststein nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die Verbundabschnitte (3, 4) in einem bestimmten Rastermaß angeordnet sind.
- Kunststein nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß die Verbundabschnitte (4) teilzylinderförmig ausgebildet sind.
- Kunststein nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß sich die Verbundabschnitte (3) nach oben verjüngen.
- Kunststein nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß sich der Fugensicherungsabschnitt (6) über die gesamte Länge einer Seitenfläche (2) erstreckt.
- Kunststein nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß der Fugensicherungsabschnitt (6) nur jeweils zwischen den beiden den Steinecken am nächsten gelegenen Verbundabschnitten angeordnet ist.
- Kunststein nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß der Berührungsabschnitt zwischen Verbundabschnitt (3, 4) und Fugensicherungsabschnitt (6) beim Abrütteln oder bei hoher Belastung des Pflastergefüges zerstörbar ist.
- Kunststein nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, daß der sockelförmig erweiterte Bereich (5) auch in einer Richtung senkrecht zur Seitenfläche (2) erweitert ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10205123 | 2002-02-07 | ||
DE10205123 | 2002-02-07 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1335069A2 true EP1335069A2 (de) | 2003-08-13 |
EP1335069A3 EP1335069A3 (de) | 2004-03-31 |
EP1335069B1 EP1335069B1 (de) | 2005-11-30 |
Family
ID=27588478
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02005160A Expired - Lifetime EP1335069B1 (de) | 2002-02-07 | 2002-03-08 | Kunststein für Pflasterzwecke |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1335069B1 (de) |
AT (1) | ATE311498T1 (de) |
DE (1) | DE50205104D1 (de) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005049727A1 (de) * | 2005-10-14 | 2007-04-19 | Lahres, Werner | Verbundpflasterstein |
DE102006006019B3 (de) * | 2006-02-08 | 2007-06-28 | Beton Poetsch Gmbh & Co. Kg | Pflasterstein |
DE202010002217U1 (de) | 2010-02-12 | 2010-04-22 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
DE102009022017B3 (de) * | 2009-05-19 | 2010-12-09 | Baustoffwerke Gebhart & Söhne GmbH & Co.KG | Pflasterstein mit vorzugsweise senkrecht zur Verlegeebene ausgerichteten Steinflanken |
DE102007015831B4 (de) * | 2006-04-01 | 2011-02-03 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
DE102010007798A1 (de) | 2010-02-12 | 2011-08-18 | Roth, Reiner, Dipl.-Ing. (FH), 66564 | Betonpflasterstein |
DE202013003983U1 (de) | 2013-04-27 | 2013-05-15 | Reiner Roth | Betonpflasterstein |
DE102013007338A1 (de) | 2013-04-27 | 2014-10-30 | Reiner Roth | Betonpflasterstein |
EP2966223A1 (de) * | 2014-07-12 | 2016-01-13 | Detlef Schröder | Verbundpflasterstein und hiermit verlegtes pflaster |
NL2019588B1 (nl) * | 2017-09-20 | 2019-03-28 | H H Martens & Zoon B V | Blokvormige straatsteen |
WO2020025073A1 (de) | 2018-08-01 | 2020-02-06 | Schroeder Detlef | Pflasterstein und hieraus hergestelltes pflaster |
EP3945157A1 (de) * | 2020-07-28 | 2022-02-02 | Robert Heinrich | Element eines selbstblockierenden bodenbelags |
DE202022000899U1 (de) | 2022-04-11 | 2022-05-03 | Reiner Roth | Betonpflasterstein |
DE102021000131A1 (de) | 2021-01-14 | 2022-07-14 | Reiner Roth | Betonpflasterstein |
DE102022001230A1 (de) | 2022-04-11 | 2023-10-12 | Reiner Roth | Betonpflasterstein |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20109608U1 (de) | 2001-06-08 | 2001-12-06 | Fiege & Bertoli Gmbh & Co Kg | Kunststein für Pflasterzwecke |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29510837U1 (de) * | 1995-07-04 | 1995-09-14 | Schwenk Zementwerke Kg E | Verbundplatte |
DE59904443D1 (de) * | 1999-03-15 | 2003-04-10 | Kombilith Gmbh Entwicklung & Verwertung | Kunststein für Pflasterzwecke |
-
2002
- 2002-03-08 AT AT02005160T patent/ATE311498T1/de active
- 2002-03-08 EP EP02005160A patent/EP1335069B1/de not_active Expired - Lifetime
- 2002-03-08 DE DE50205104T patent/DE50205104D1/de not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE20109608U1 (de) | 2001-06-08 | 2001-12-06 | Fiege & Bertoli Gmbh & Co Kg | Kunststein für Pflasterzwecke |
Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005049727A1 (de) * | 2005-10-14 | 2007-04-19 | Lahres, Werner | Verbundpflasterstein |
DE102006006019B3 (de) * | 2006-02-08 | 2007-06-28 | Beton Poetsch Gmbh & Co. Kg | Pflasterstein |
DE102007015831B4 (de) * | 2006-04-01 | 2011-02-03 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
DE102009022017B3 (de) * | 2009-05-19 | 2010-12-09 | Baustoffwerke Gebhart & Söhne GmbH & Co.KG | Pflasterstein mit vorzugsweise senkrecht zur Verlegeebene ausgerichteten Steinflanken |
US8616803B2 (en) | 2009-05-19 | 2013-12-31 | Baustoffwerke Gebhart & Soehne GmbH and Co. KG | Paving stone having stone flanks oriented preferably perpendicular to the laying plane |
DE202010002217U1 (de) | 2010-02-12 | 2010-04-22 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
DE102010007798A1 (de) | 2010-02-12 | 2011-08-18 | Roth, Reiner, Dipl.-Ing. (FH), 66564 | Betonpflasterstein |
DE102010007798B4 (de) * | 2010-02-12 | 2014-11-27 | Reiner Roth | Betonpflasterstein |
DE102013007338A1 (de) | 2013-04-27 | 2014-10-30 | Reiner Roth | Betonpflasterstein |
DE202013003983U1 (de) | 2013-04-27 | 2013-05-15 | Reiner Roth | Betonpflasterstein |
EP2966223A1 (de) * | 2014-07-12 | 2016-01-13 | Detlef Schröder | Verbundpflasterstein und hiermit verlegtes pflaster |
NL2019588B1 (nl) * | 2017-09-20 | 2019-03-28 | H H Martens & Zoon B V | Blokvormige straatsteen |
WO2020025073A1 (de) | 2018-08-01 | 2020-02-06 | Schroeder Detlef | Pflasterstein und hieraus hergestelltes pflaster |
US11384487B2 (en) | 2018-08-01 | 2022-07-12 | Detlef SCHROEDER | Paver and pavement made therefrom |
EP3945157A1 (de) * | 2020-07-28 | 2022-02-02 | Robert Heinrich | Element eines selbstblockierenden bodenbelags |
FR3113076A1 (fr) * | 2020-07-28 | 2022-02-04 | Robert Heinrich | Elément de revêtement de sol autobloquant |
DE102021000131A1 (de) | 2021-01-14 | 2022-07-14 | Reiner Roth | Betonpflasterstein |
DE202022000899U1 (de) | 2022-04-11 | 2022-05-03 | Reiner Roth | Betonpflasterstein |
DE102022001230A1 (de) | 2022-04-11 | 2023-10-12 | Reiner Roth | Betonpflasterstein |
Also Published As
Publication number | Publication date |
---|---|
ATE311498T1 (de) | 2005-12-15 |
EP1335069A3 (de) | 2004-03-31 |
EP1335069B1 (de) | 2005-11-30 |
DE50205104D1 (de) | 2006-01-05 |
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