EP2439343B1 - Covering cut stone - Google Patents
Covering cut stone Download PDFInfo
- Publication number
- EP2439343B1 EP2439343B1 EP10013512A EP10013512A EP2439343B1 EP 2439343 B1 EP2439343 B1 EP 2439343B1 EP 10013512 A EP10013512 A EP 10013512A EP 10013512 A EP10013512 A EP 10013512A EP 2439343 B1 EP2439343 B1 EP 2439343B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- groove
- covering stone
- stone
- tongue
- revetment
- 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.)
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- 239000004575 stone Substances 0.000 title claims description 75
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 15
- 230000035699 permeability Effects 0.000 claims description 6
- 239000011449 brick Substances 0.000 description 4
- 230000003628 erosive effect Effects 0.000 description 4
- 230000007704 transition Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- FGRBYDKOBBBPOI-UHFFFAOYSA-N 10,10-dioxo-2-[4-(N-phenylanilino)phenyl]thioxanthen-9-one Chemical compound O=C1c2ccccc2S(=O)(=O)c2ccc(cc12)-c1ccc(cc1)N(c1ccccc1)c1ccccc1 FGRBYDKOBBBPOI-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/065—Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives
-
- 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
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/004—Pavings specially adapted for allowing vegetation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- 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
- E01C2201/12—Paving elements vertically interlocking
-
- 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
- E01C2201/20—Drainage details
Definitions
- the invention relates to a cover stone and a revetment for covering flat or inclined floor surfaces such as embankments or dykes for general attachment, settlement of plants and microorganisms and to reduce erosion.
- cover stones often have a spring and a groove corresponding to the tongue and can be combined via a tongue and groove connection to a revetment, so that side surfaces of adjacent cover stones abut directly or at a small distance. This results in two major problems.
- a compact construction of the revetment poses the danger that, in the case of erosion of the base material located beneath the revetment, voids can form beneath the revetment, since the revetment becomes relatively rigid, little or hardly angularly movable tongue and groove connection The changed contour of the base material can not or only insufficiently follow.
- a particular disadvantage here is that erosion under the revetment is usually recognizable only in an advanced stage, when the revetment is no longer sufficient support surface and can collapse suddenly and unpredictably in the cavity by its own weight or external influences.
- the object of the present invention is therefore to provide a cover stone for a revetment and a revetment composed of such revetment stones, which do not have the above-mentioned disadvantages.
- a cover stone for erecting a revetment having an upper side, a lower side and between them in a thickness direction extending side surfaces by the measure that adjacent to a side surface, a seepage is formed, which is permeable to water in the thickness direction and extending transversely to the thickness direction while a remaining part of the cover stone is impermeable to water.
- At least one side surface is formed as a first mold side surface or spring side surface with a protruding spring and at least one further side surface as a second mold side surface or groove side surface with a groove corresponding to the tongue.
- the seep area is formed adjacent to at least one mold side surface, that is to say the spring side surface or groove side surface.
- the seepage area in the spring or in the groove has at least one recess.
- This recess preferably extends in the thickness direction of the cover stone, but it may also be formed obliquely to the thickness direction.
- the recess extends only over a part of a spring height or groove depth, but it is also possible that it extends over the entire spring height or groove depth or beyond, approximately to the top and / or to the bottom. It is preferably provided that the recess has a V-shaped or U-shaped cross-section.
- the or each spring and the or each groove are arranged at least at one longitudinal end centrally between the top and the bottom of the cover stone.
- the spring may have a spring height that is greater than a groove depth of the corresponding groove.
- the spring is semi-cylindrical or cylinder-section-shaped, and the groove has a corresponding concave inner surface.
- Two adjacent cover stones can be tilted in this way so far relative to each other until touching adjacent side edges above or below the spring-groove connection.
- the springs and grooves are formed so that the maximum angle of such relative tilting of two cover stones is between 15 ° and 45 °.
- a water-permeable material and / or at least one channel extending in the thickness direction are arranged within the seep area.
- the water permeable material may have pores through which water may flow from the bottom or top of the cover stone to the opposite top or bottom.
- the channel may extend completely or in sections obliquely to the thickness direction of the cover stone.
- the seep area extends over a seep width which is between 1% and 75% of a total width of the cover stone.
- the cover stone on a four- or hexagonal, more preferably a square base.
- the top of the cover stone runs parallel to the bottom.
- the upper side may have an inclination angle relative to the lower side, wherein at least one lateral surface is rectangular.
- cover stones are particularly suitable for applying horizontally extending step-like surfaces on sloping ground.
- the angle of inclination between the upper side and the lower side in this case preferably corresponds to a gradient of the oblique base area to be covered.
- the groove in the upper side at least one groove-like depression or groove having an upper groove width, a lower groove width, a groove depth and a groove length.
- the groove may extend between two opposite side surfaces over the entire top. It is a rectilinear, curved or changing directions involving course of the groove possible. It can be provided that the groove in each case has a chamfer in a transition region to the upper side.
- the groove can be used, for example, as a receptacle of a planting or mounting for components.
- the groove has a cross section with at least one undercut.
- the cross section of the groove may be wholly or partially triangular, square or polygonal, jagged, round, oval or any curve shape.
- the groove is preferably formed perpendicular to the slope, with an undercut of the groove preferably points in the direction of the slope.
- the groove has a trapezoidal cross-section, with a longer side of the trapezoid being spaced from the top of the cover stone and a shorter side of the trapezoid being in or on a common plane with the top.
- the cover stone is made of concrete.
- the object of the invention is further achieved by a revetment of cover bricks invention.
- the revetment in a horizontal arrangement has a water permeability between 100 and 20,000 l / ha.s, in particular between 200 and 2,000 l / ha.s and preferably between 500 and 1,000 l / ha.
- the in Fig. 1 illustrated cover brick 1a has a flat top 2, a flat bottom 3, two spring side surfaces 5, 5a (first mold side surfaces) each having a spring 6, 6a and two groove side surfaces 7 (second mold side surfaces) each having a groove 8.
- the springs 6, 6a have a semi-circular cross-section and are thus semi-cylindrical.
- the spring 6a has three semi-annularly extending around a longitudinal axis 6e of the spring recesses 10 having a V-shaped cross section, which are arranged distributed at a mutual distance along the longitudinal axis 6e.
- the grooves 8, 6a opposite the grooves 6 also have a semicircular cross section, which corresponds to a part of the cross section of the spring 6, wherein a groove depth nt (see. Fig. 3 ) is smaller than a spring height fh.
- a groove depth nt (see. Fig. 3 ) is smaller than a spring height fh.
- the recesses 10 each form a channel, in the thickness direction 4 (of the Top to bottom or vice versa) of the cover stones water can flow or seep.
- one or more recesses may be provided in the groove 8 or in a plurality of grooves in order to form a seep area in a corresponding manner.
- a second embodiment of a cover slab 1b according to the invention has a starting from a first spring 6b and this containing, water-permeable seepage area 9 with a Sickerbreite sb. While the leakage region and thus also the first spring 6b are formed entirely of porous material, a second spring 6c and a first groove 8a opposite the second spring 6c each have a porous and a non-porous region belonging to the seepage region sb. A second groove 8 opposite to the first spring 6b is formed entirely of nonporous material.
- the seep width sb is greater than the spring height fh, wherein the seep width sb may alternatively be less than or equal to the spring height fh.
- the seep area 9 can in the plan view ( Fig. 5 ) occupy a proportion of 1% to 75%, preferably 5% to 30% and more preferably 10% to 25% of a base area (area of upper or lower side) of the revetment stone. It can be especially like in FIG. 3 and FIG. 4 it is provided that the seepage region 9 extends parallel to a side surface over a region sb of the total width gb of the cover stone 1b, which amounts to 1% to 75% of the total width.
- the seepage area 9 is porous, so that water can flow or seep through the seepage area 9 in the thickness direction 4. It can clearly be seen that the groove depth nt is smaller than the spring height fh.
- the Cross-sectional areas of the spring 6 and groove 8 are preferably circular or circular section.
- FIG Fig. 5 A combination of the first embodiment in which the seepage region 9 has recesses 10 and the second embodiment in which the seepage region 9 comprises water-permeable material is shown in FIG Fig. 5 shown.
- This embodiment has the advantage that the water permeability of a revetment composed of this revetment stone is further improved.
- To increase the water permeability of the cover stone in the seepage area 9 one or more in the thickness direction 4 extending channels (not shown).
- a cover stone according to the invention thus has recesses 10 and / or water-permeable material and / or channels extending in the thickness direction in the seepage area.
- Size and number of recesses 10, or the porosity of the seep area are chosen so that a given water permeability per unit area or per cover stone is achieved in the assembled state of several cover stones, for example. At least 100, 200, 500 or 1000 1 water per hectare and second at a specified reference water level of z. B. 1 mm on the top.
- the recesses can in the assembled state ( Fig. 11 ), in which grooves and spring abut as far as possible, each cover stone have a free passage area or a passage cross-section, which is between 1% and 10%, in particular 2% to 3% of the base area of a revetment stone.
- Fig. 6 shows a third embodiment of a cover stone according to the invention 1c, wherein the seepage area is not shown.
- the upper side 2 is tilted relative to the lower side 3 about an axis perpendicular to the plane of representation by an inclination angle ⁇ .
- the spring 6 and groove 8 extend parallel to the top and bottom 2, 3 and have a same vertical distance to the bottom 3.
- Such a cover stone 1 c finds, for example, on an inclined surface to create horizontally extending step-like surfaces, in particular for the construction of stairs, Application. It is advantageous if the inclination angle ⁇ corresponds to an inclination of the surface to be covered.
- a groove or tongue at least one side surface extends centrally between the top and bottom, here the groove 8 in the in Fig. 6 to the right-facing side surface 7.
- FIGS. 7 to 9 show a fourth embodiment (seepage area not shown) of a cover stone 1d according to the invention, wherein an upper side 2 has two groove-like cuts or grooves 12.
- the grooves extend between two opposite side surfaces parallel to a groove side surface 7 and have a groove length rl an undercut, partially trapezoidal cross-section with a groove depth rt on.
- the trapezoidal portion of the groove has a shorter side 15 with an upper groove width or and a longer side 14 with a lower groove width ur.
- An undercut 13 formed in this case has the advantage that a planting 17 (FIG. Fig. 9 ) is better kept in the cover stone 1d.
- the grooves 12 may also have other cross-sectional shapes, such as rectangular or square, with the arrangement of an undercut 13, however, is preferred.
- FIG. 10 shown revetment is composed of the first or second embodiment of the invention cover stone 1a, 1b, wherein the seepage area is not shown.
- a subsurface has a steep area 18 which merges at an edge 20 into a flat area 19 (transition angle ⁇ of, for example, 20 °, where ⁇ can be in the range of 15 ° to 45 °).
- the slope of the steep region 18 may be 1: 3 and the slope of the flat region 19 may be 1:20, with ⁇ then being about 15.6 °.
- Fig. 11 shows a revetment 16, which is composed of covering stones 1a of the first embodiment.
- the revetment 16 is along parallel grooves 22, in which the recesses 10 are arranged with a V-shaped cross-section, permeable to water and otherwise impermeable to water.
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- General Engineering & Computer Science (AREA)
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Description
Die Erfindung betrifft einen Deckwerkstein sowie ein Deckwerk zum Abdecken von ebenen oder geneigten Bodenflächen wie etwa Böschungen oder Deichen zur allgemeinen Befestigung, Ansiedlung von Pflanzen und Mikrolebewesen sowie zur Verminderung von Erosion.The invention relates to a cover stone and a revetment for covering flat or inclined floor surfaces such as embankments or dykes for general attachment, settlement of plants and microorganisms and to reduce erosion.
Bekannte Deckwerksteine weisen häufig eine Feder sowie eine mit der Feder korrespondierende Nut auf und lassen sich über eine Feder-Nut-Verbindung zu einem Deckwerk zusammenschließen, so dass Seitenflächen benachbarter Deckwerksteine unmittelbar oder mit geringem Abstand aneinanderliegen. Hieraus ergeben sich zwei wesentliche Probleme.Known cover stones often have a spring and a groove corresponding to the tongue and can be combined via a tongue and groove connection to a revetment, so that side surfaces of adjacent cover stones abut directly or at a small distance. This results in two major problems.
Zunächst einmal geht von einer kompakten Bauweise des Deckwerks die Gefahr aus, dass sich im Falle von Erosion des sich unter dem Deckwerk befindlichen Grundmaterials Hohlräume unter dem Deckwerk bilden können, da das Deckwerk aufgrund der relativ starren, wenig oder kaum winkelbeweglichen Feder-Nut-Verbindung der veränderten Kontur des Grundmaterials nicht oder nur unzureichend folgen kann. Besonderes nachteilig ist hierbei, dass Erosion unter dem Deckwerk meistens erst in einem fortgeschrittenen Stadium erkennbar ist, wenn das Deckwerk nicht mehr genügend Auflagefläche hat und durch sein Eigengewicht oder äußere Einwirkungen plötzlich und unvorhersehbar in den Hohlraum einstürzen kann.First of all, a compact construction of the revetment poses the danger that, in the case of erosion of the base material located beneath the revetment, voids can form beneath the revetment, since the revetment becomes relatively rigid, little or hardly angularly movable tongue and groove connection The changed contour of the base material can not or only insufficiently follow. A particular disadvantage here is that erosion under the revetment is usually recognizable only in an advanced stage, when the revetment is no longer sufficient support surface and can collapse suddenly and unpredictably in the cavity by its own weight or external influences.
Weiterhin haben bekannte Deckwerke mit geringen Fugenspaltmaßen, wie beispielsweise aus
Ein weiteres Problem bekannter Deckwerke ist, dass durch sie meistens große Bodenflächen versiegelt werden, wobei Pflanzen und Mikroorganismen der Lebensraum entzogen wird.Another problem of known revetments is that they mostly seal large areas of soil, depriving plants and microorganisms of habitat.
Die Aufgabe der vorliegenden Erfindung ist es daher, einen Deckwerkstein für ein Deckwerk sowie ein aus solchen Deckwerksteinen zusammengesetztes Deckwerk bereitzustellen, die die oben genannten Nachteile nicht aufweisen.The object of the present invention is therefore to provide a cover stone for a revetment and a revetment composed of such revetment stones, which do not have the above-mentioned disadvantages.
Diese Aufgabe wird erfindungsgemäß bei einem Deckwerkstein zum Errichten eines Deckwerks mit einer Oberseite, einer Unterseite und dazwischen in einer Dickenrichtung verlaufenden Seitenflächen durch die Maßnahme gelöst, dass angrenzend an eine Seitenfläche ein Sickerbereich ausgebildet ist, der in Dickenrichtung wasserdurchlässig ist und sich quer zur Dickenrichtung erstreckt, während ein verbleibender Teil des Deckwerksteins wasserundurchlässig ist.This object is achieved according to the invention in a cover stone for erecting a revetment having an upper side, a lower side and between them in a thickness direction extending side surfaces by the measure that adjacent to a side surface, a seepage is formed, which is permeable to water in the thickness direction and extending transversely to the thickness direction while a remaining part of the cover stone is impermeable to water.
In einer bevorzugten Ausführungsform ist mindestens eine Seitenfläche als erste Formseitenfläche oder Federseitenfläche mit einer vorstehenden Feder und mindestens eine weitere Seitenfläche als zweite Formseitenfläche oder Nutseitenfläche mit einer mit der Feder korrespondierenden Nut ausgebildet.In a preferred embodiment, at least one side surface is formed as a first mold side surface or spring side surface with a protruding spring and at least one further side surface as a second mold side surface or groove side surface with a groove corresponding to the tongue.
Bevorzugt kann vorgesehen sein, dass der Sickerbereich angrenzend an mindestens eine Formseitenfläche, also die Federseitenfläche oder Nutseitenfläche ausgebildet ist.It can preferably be provided that the seep area is formed adjacent to at least one mold side surface, that is to say the spring side surface or groove side surface.
In einer ersten Ausführungsform weist der Sickerbereich in der Feder oder in der Nut mindestens eine Ausnehmung auf. Diese Ausnehmung verläuft vorzugsweise in Dickenrichtung des Deckwerksteins, sie kann aber auch schräg zur Dickenrichtung ausgebildet sein. Vorzugsweise erstreckt sich die Ausnehmung nur über einen Teil einer Federhöhe oder Nuttiefe, es ist aber auch möglich, dass sie sich über die ganze Federhöhe oder Nuttiefe oder darüber hinaus erstreckt, etwa bis zur Oberseite und/oder bis zur Unterseite. Bevorzugt ist vorgesehen, dass die Ausnehmung einen V-förmigen oder U-förmigen Querschnitt aufweist.In a first embodiment, the seepage area in the spring or in the groove has at least one recess. This recess preferably extends in the thickness direction of the cover stone, but it may also be formed obliquely to the thickness direction. Preferably, the recess extends only over a part of a spring height or groove depth, but it is also possible that it extends over the entire spring height or groove depth or beyond, approximately to the top and / or to the bottom. It is preferably provided that the recess has a V-shaped or U-shaped cross-section.
Weiterhin kann vorgesehen sein, dass die oder jede Feder und die oder jede Nut zumindest an einem längsseitigen Ende mittig zwischen der Oberseite und der Unterseite des Deckwerksteins angeordnet sind.Furthermore, it can be provided that the or each spring and the or each groove are arranged at least at one longitudinal end centrally between the top and the bottom of the cover stone.
Die Feder kann eine Federhöhe aufweisen, die größer als eine Nuttiefe der korrespondierenden Nut ist. Hierdurch weisen zwei benachbarte, über eine Feder-Nut-Verbindung dichtestmöglich zusammengefügte Deckwerksteine zwischen ihren benachbarten Seitenflächen bei miteinander fluchtenden Unterseiten sowohl oberhalb als auch unterhalb der Feder-Nut-Verbindung einen Spalt auf, dessen Breite (Abstand der benachbarten Seitenflächen) bis zu 5 %, 10 % oder 20 % einer Dicke (Abstand zwischen Ober- und Unterseite im Bereich des Spalts) des Deckwerksteins betragen kann. Hierdurch haben die zwei benachbarten Deckwerksteine die Möglichkeit, relativ zueinander um eine Kippachse, die parallel zu einer Längsrichtung der Feder und Nut verläuft, zu verkippen. Es ist vorteilhaft, wenn die Feder halbzylindrisch oder zylinderabschnittsförmig ausgebildet ist, und die Nut eine korrespondierende konkave Innenfläche aufweist. Zwei benachbarte Deckwerksteine lassen sich auf diese Weise soweit relativ zueinander verkippen, bis sich benachbarte Seitenkanten oberhalb oder unterhalb der Feder-Nut-Verbindung berühren. Vorzugsweise sind die Federn und Nuten so ausgebildet, dass der maximale Winkel einer derartigen relativen Verkippung zweier Deckwerksteine zwischen 15° und 45° beträgt.The spring may have a spring height that is greater than a groove depth of the corresponding groove. As a result, have two adjacent, closest-assembled via a tongue and groove joint cover stones between their adjacent side surfaces at aligned lower sides both above and below the tongue and groove connection on a gap whose width (distance of the adjacent side surfaces) up to 5% , 10% or 20% of a thickness (distance between the top and bottom in the region of the gap) of the cover stone can be. In this way, the two adjacent cover stones have the ability to tilt relative to each other about a tilt axis which is parallel to a longitudinal direction of the tongue and groove. It is advantageous if the spring is semi-cylindrical or cylinder-section-shaped, and the groove has a corresponding concave inner surface. Two adjacent cover stones can be tilted in this way so far relative to each other until touching adjacent side edges above or below the spring-groove connection. Preferably, the springs and grooves are formed so that the maximum angle of such relative tilting of two cover stones is between 15 ° and 45 °.
In einer zweiten, bevorzugten Ausführungsform des Deckwerksteins sind innerhalb des Sickerbereichs ein wasserdurchlässiges Material und/oder mindestens ein in Dickenrichtung verlaufender Kanal angeordnet. Das wasserdurchlässige Material kann Poren aufweisen, durch die Wasser von der Unter- oder Oberseite des Deckwerksteins zur gegenüberliegenden Ober- oder Unterseite fließen kann. Der Kanal kann vollständig oder abschnittsweise schräg zur Dickenrichtung des Deckwerksteins verlaufen.In a second, preferred embodiment of the cover stone, a water-permeable material and / or at least one channel extending in the thickness direction are arranged within the seep area. The water permeable material may have pores through which water may flow from the bottom or top of the cover stone to the opposite top or bottom. The channel may extend completely or in sections obliquely to the thickness direction of the cover stone.
In vorteilhafter Weise ist vorgesehen, dass sich der Sickerbereich über eine Sickerbreite erstreckt, die zwischen 1 % und 75 % einer Gesamtbreite des Deckwerksteins beträgt.It is advantageously provided that the seep area extends over a seep width which is between 1% and 75% of a total width of the cover stone.
Bevorzugt weist der Deckwerkstein eine vier- oder sechseckige, besonders bevorzugt eine quadratische Grundfläche auf.Preferably, the cover stone on a four- or hexagonal, more preferably a square base.
Bevorzugt verläuft die Oberseite des Deckwerksteins parallel zur Unterseite.Preferably, the top of the cover stone runs parallel to the bottom.
Die Oberseite kann relativ zur Unterseite einen Neigungswinkel aufweisen, wobei mindestens eine Seitenfläche rechteckig ist. Derartige Deckwerksteine sind besonders zum Anlegen von horizontal verlaufenden stufenartigen Flächen auf schräg verlaufendem Untergrund geeignet. Der Neigungswinkel zwischen der Oberseite und der Unterseite entspricht hierbei vorzugsweise einem Gefälle der abzudeckenden, schrägen Grundfläche.The upper side may have an inclination angle relative to the lower side, wherein at least one lateral surface is rectangular. Such cover stones are particularly suitable for applying horizontally extending step-like surfaces on sloping ground. The angle of inclination between the upper side and the lower side in this case preferably corresponds to a gradient of the oblique base area to be covered.
Weiterhin kann vorgesehen sein, dass in der Oberseite mindestens eine nutartige Vertiefung oder Rille mit einer oberen Rillenbreite, einer unteren Rillenbreite, einer Rillentiefe und einer Rillenlänge aufweist. Die Rille kann sich zwischen zwei gegenüberliegenden Seitenflächen über die gesamte Oberseite erstrecken. Es ist ein geradliniger, gekrümmter oder wechselnde Richtungen beinhaltender Verlauf der Rille möglich. Es kann vorgesehen sein, dass die Rille in einem Übergangsbereich zur Oberseite jeweils eine Fase aufweist. Die Rille kann beispielsweise als Aufnahme einer Bepflanzung oder Halterung für Bauelemente verwendet werden.Furthermore, it can be provided that in the upper side at least one groove-like depression or groove having an upper groove width, a lower groove width, a groove depth and a groove length. The groove may extend between two opposite side surfaces over the entire top. It is a rectilinear, curved or changing directions involving course of the groove possible. It can be provided that the groove in each case has a chamfer in a transition region to the upper side. The groove can be used, for example, as a receptacle of a planting or mounting for components.
Bevorzugt ist vorgesehen, dass die Rille einen Querschnitt mit mindestens einer Hinterschneidung aufweist. Der Querschnitt der Rille kann ganz oder teilweise dreieckig, viereckig bzw. vieleckig, gezackt, rund, oval oder als beliebige Kurvenform ausgebildet sein. Bei Deckwerken an Schräglagen ist die Rille bevorzugt senkrecht zum Gefälle ausgebildet, wobei eine Hinterschneidung der Rille vorzugsweise in Richtung des Gefälles weist.It is preferably provided that the groove has a cross section with at least one undercut. The cross section of the groove may be wholly or partially triangular, square or polygonal, jagged, round, oval or any curve shape. For revetments on slopes, the groove is preferably formed perpendicular to the slope, with an undercut of the groove preferably points in the direction of the slope.
In einer bevorzugten Ausführungsform weist die Rille einen trapezförmigen Querschnitt auf, wobei eine längere Seite des Trapezes von der Oberseite des Deckwerksteins beabstandet ist und eine kürzere Seite des Trapezes in einer gemeinsamen Ebene mit der Oberseite liegen kann oder mit dieser benachbart ist.In a preferred embodiment, the groove has a trapezoidal cross-section, with a longer side of the trapezoid being spaced from the top of the cover stone and a shorter side of the trapezoid being in or on a common plane with the top.
Vorzugsweise besteht der Deckwerkstein aus Beton.Preferably, the cover stone is made of concrete.
Die Aufgabe der Erfindung wird ferner durch ein Deckwerk aus erfindungsgemäßen Deckwerksteinen gelöst.The object of the invention is further achieved by a revetment of cover bricks invention.
Bevorzugt ist vorgesehen, dass das Deckwerk bei horizontaler Anordnung eine Wasserdurchlässigkeit zwischen 100 und 20.000 l/ha.s aufweist, insbesondere zwischen 200 und 2.000 l/ha.s und bevorzugt zwischen 500 und 1.000 l/ha.s.It is preferably provided that the revetment in a horizontal arrangement has a water permeability between 100 and 20,000 l / ha.s, in particular between 200 and 2,000 l / ha.s and preferably between 500 and 1,000 l / ha.
Die Erfindung wird nachfolgend anhand eines Ausführungsbeispiels erläutert, wobei auf eine Zeichnung Bezug genommen wird, in der
-
Fig. 1 eine Seitenansicht einer ersten Ausführungsform eines erfindungsgemäßen Deckwerksteins mit Ausnehmungen in der Feder zeigt, -
Fig. 2 eine Draufsicht auf den Deckwerkstein ausFig. 1 zeigt, -
Fig. 3 eine Seitenansicht einer zweiten Ausführungsform des erfindungsgemäßen Deckwerksteins zeigt, wobei der Sickerbereich ein wasserdurchlässiges Material aufweist, -
Fig. 4 eine Seitenansicht in Richtung IV des erfindungsgemäßen Deckwerksteins ausFig. 3 zeigt, -
Fig. 5 eine Draufsicht auf eine Kombination der ersten und zweiten Ausführungsform des erfindungsgemäßen Deckwerksteins ausFig. 1 undFig. 3 zeigt, -
Fig. 6 eine Seitenansicht einer dritten Ausführungsform des erfindungsgemäßen Deckwerksteins zeigt, wobei die Oberseite relativ zur Unterseite einen Neigungswinkel aufweist, -
Fig. 7 eine Seitenansicht einer vierten Ausführungsform des erfindungsgemäßen Deckwerksteins zeigt, -
Fig. 8 eine Draufsicht des erfindungsgemäßen Deckwerksteins ausFig. 7 zeigt, -
Fig. 9 eine weitere Seitenansicht des erfindungsgemäßen Deckwerksteins ausFig. 7 zeigt, wobei die Rillen eine Bepflanzung aufweisen, -
Fig. 10 eine Seitenansicht eines Deckwerks, das aus der ersten oder zweiten Ausführungsform der erfindungsgemäßen Deckwerksteine (Sickerbereich nicht dargestellt) aufgebaut ist, zeigt, wobei das bedeckte Grundmaterial einen steilen Bereich und einen flachen Bereich aufweist, und -
Fig. 11 eine Draufsicht auf ein Deckwerk, welches aus erfindungsgemäßen Deckwerksteinen nach der ersten Ausführungsform zusammengesetzt ist, zeigt.
-
Fig. 1 3 shows a side view of a first embodiment of a cover brick according to the invention with recesses in the spring, -
Fig. 2 a plan view of the cover stoneFig. 1 shows, -
Fig. 3 FIG. 2 shows a side view of a second embodiment of the cover stone according to the invention, the seepage area having a water-permeable material, FIG. -
Fig. 4 a side view in the direction IV of the inventive cover stoneFig. 3 shows, -
Fig. 5 a plan view of a combination of the first and second embodiments of the invention cover stoneFig. 1 andFig. 3 shows, -
Fig. 6 FIG. 2 shows a side view of a third embodiment of the cover stone according to the invention, the upper side having an angle of inclination relative to the lower side, FIG. -
Fig. 7 FIG. 2 shows a side view of a fourth embodiment of the covering brick according to the invention, FIG. -
Fig. 8 a top view of the inventive cover stoneFig. 7 shows, -
Fig. 9 another side view of the invention of the cover stoneFig. 7 shows, wherein the grooves have a planting, -
Fig. 10 a side view of a revetment, which is constructed from the first or second embodiment of the inventive cover stones (seeping area, not shown) shows, wherein the covered base material has a steep area and a flat area, and -
Fig. 11 a plan view of a revetment, which is composed of inventive cover stones according to the first embodiment, shows.
Zunächst soll auf
Die in
Eine Kombination der ersten Ausführungsform, in der der Sickerbereich 9 Ausnehmungen 10 aufweist, und der zweiten Ausführungsform, in der der Sickerbereich 9 wasserdurchlässiges Material umfasst, ist in
Größe und Anzahl der Ausnehmungen 10, bzw. die Porosität des Sickerbereiches sind so gewählt, dass eine vorgegebene Wasserdurchlässigkeit je Flächeneinheit oder je Deckwerkstein im zusammengefügten Zustand mehrerer Deckwerksteine erzielt wird, bspw. mindestens 100, 200, 500 oder 1.000 1 Wasser pro Hektar und Sekunde bei einem festgelegten Bezugs-Wasserstand von z. B. 1 mm auf der Oberseite. Die Ausnehmungen können im zusammengesetzten Zustand (
Das in
- 1a - 1d1a - 1d
- DeckwerksteinRevetment stone
- 22
- Oberseitetop
- 33
- Unterseitebottom
- 44
- Dickenrichtungthickness direction
- 5, 5a - 5c5, 5a-5c
- FederseitenflächeSpring side surface
- 6, 6a - 6c6, 6a - 6c
- Federfeather
- 6e6e
- Federlängsachsespring longitudinal axis
- 77
- Nutseitenflächegroove side
- 8, 8a8, 8a
- Nutgroove
- 99
- SickerbereichSick heritage kingdom
- 1010
- Ausnehmungrecess
- 1212
- Rillegroove
- 1313
- Hinterschneidungundercut
- 1414
- längere Seitelonger side
- 1515
- kürzere Seiteshorter side
- 16, 16a, 16b16, 16a, 16b
- Deckwerkrevetment
- 1717
- Bepflanzungplanting
- 1818
- steiler Bereichsteep area
- 1919
- flacher Bereichflat area
- 2020
- Kanteedge
- 2222
- FugeGap
- sbsb
- SickerbreiteSickerbreite
- gbgb
- Gesamtbreite des DeckwerksteinsTotal width of the revetment stone
- fhfh
- Federhöhespring height
- ntnt
- Nuttiefegroove depth
- oror
- obere Rillenbreiteupper groove width
- urur
- untere Rillenbreitelower groove width
- rtrt
- Rillentiefegroove depth
- rlrl
- Rillenlängegroove length
- αα
- Neigungswinkeltilt angle
- ββ
- Kippwinkeltilt angle
Claims (16)
- One-piece covering stone (1a - 1d) for installing a revetment (16) with an upper face (2), an underside (3) and side faces that run between them in a depth direction (4), characterised in that formed adjacent to a side face is a seepage area (9) which, in the depth direction (4), is water-permeable and extends transverse to the depth direction (4), whilst a remaining part of the covering stone (1a-1d) is water-impermeable.
- Covering stone (1a - 1d) according to claim 1, characterised in that at least one side face is designed as a tongue side face (5, 5a-5c) with a protruding tongue (6, 6a-6c) and at least one further side face is designed as a groove side face (7) with a groove (8) that corresponds to the tongue (6, 6a-6c).
- Covering stone (1a - 1d) according to claim 2, characterised in that the seepage area (9) is designed to be adjacent to the tongue side face (5, 5a-5c) or groove side face (7).
- Covering stone (1a - 1d) according to one of the claims 2 or 3, characterised in that the seepage area (9) has at least one recess (10) in the tongue (6, 6a, 6b) or in the groove (8).
- Covering stone (1a - 1d) according to one of the claims 2 to 4, characterised in that at least on one longitudinal end, the or each tongue (6, 6a-6c) and the or each groove (8) is/are arranged centrally between the upper face (2) and the underside (3).
- Covering stone (1a - 1d) according to one of the claims 2 to 5, characterised in that the tongue (6, 6a-6c) has a tongue height (fh) that is greater than a groove depth (nt) of the corresponding groove (8).
- Covering stone (1a - 1d) according to one of the preceding claims, characterised in that arranged within the seepage area (9) is a water-permeable material and/or at least one channel (11) running in the depth direction (4).
- Covering stone (1a - 1d) according to one of the preceding claims, characterised in that the seepage area (9) extends over a drain width (sb), wherein the drain width (sb) is between 1 % and 75 % of an overall width (gb) of the covering stone (1).
- Covering stone (1a - 1d) according to one of the preceding claims, characterised in that the covering stone (1) has a rectangular or hexagonal base area, preferably a square base area.
- Covering stone (1a - 1d) according to one of the preceding claims, characterised in that the upper face (2) runs parallel to the underside (3).
- Covering stone (1a - 1d) according to one of the claims 1 to 9, characterised in that the upper face (2), relative to the underside (3), has an angle of inclination (α), wherein at least one side face is rectangular.
- Covering stone (1a - 1d) according to one of the preceding claims, characterised in that formed in the upper face (2) is at least one groove-like channel (12), which extends between two opposing side faces.
- Covering stone (1a - 1d) according to claim 12, characterised in that the channel (12) has an undercut cross section that can be trapezoid.
- Covering stone (1a - 1d) according to one of the preceding claims, characterised in that the covering stone (1) comprises concrete.
- Revetment (16a, 16b) with at least one covering stone (1a - 1e) according to one of the claims 1 to 14.
- Revetment (16a, 16b) according to claim 15, characterised by a water permeability on a horizontal plane between 100 and 20,000 l/ha.s, between 200 and 2,000 l/ha.s or between 500 and 1,000 l/ha.s.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL10013512T PL2439343T3 (en) | 2010-10-11 | 2010-10-11 | Covering cut stone |
EP10013512A EP2439343B1 (en) | 2010-10-11 | 2010-10-11 | Covering cut stone |
DK10013512.8T DK2439343T3 (en) | 2010-10-11 | 2010-10-11 | capstone |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10013512A EP2439343B1 (en) | 2010-10-11 | 2010-10-11 | Covering cut stone |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2439343A1 EP2439343A1 (en) | 2012-04-11 |
EP2439343B1 true EP2439343B1 (en) | 2013-01-09 |
Family
ID=43736174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10013512A Active EP2439343B1 (en) | 2010-10-11 | 2010-10-11 | Covering cut stone |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2439343B1 (en) |
DK (1) | DK2439343T3 (en) |
PL (1) | PL2439343T3 (en) |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE884736A (en) * | 1980-08-12 | 1981-02-12 | Landry Kossuth J Jr | BLOCKS TO PREVENT SOIL EROSION |
US6612776B1 (en) * | 2002-11-01 | 2003-09-02 | Jan Erik Jansson | Manufacture of articulated, predominantly concrete mat |
DE202007000935U1 (en) * | 2007-01-22 | 2007-04-05 | Berding Beton Gmbh | System for laying sets of paving slabs of two different colors with undulating sides which fit together comprises laying first sort in rectangle with rows of 11 slabs and columns of 23 slabs, row of half-slabs being used to edge rectangle |
DE202009012633U1 (en) * | 2009-09-17 | 2009-12-10 | Berding Beton Gmbh | Revetment stone |
-
2010
- 2010-10-11 EP EP10013512A patent/EP2439343B1/en active Active
- 2010-10-11 PL PL10013512T patent/PL2439343T3/en unknown
- 2010-10-11 DK DK10013512.8T patent/DK2439343T3/en active
Also Published As
Publication number | Publication date |
---|---|
DK2439343T3 (en) | 2013-04-15 |
EP2439343A1 (en) | 2012-04-11 |
PL2439343T3 (en) | 2013-05-31 |
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