EP2401432A2 - Pflasterstein mit vorzugsweise senkrecht zur verlegeebene ausgerichteten steinflanken - Google Patents
Pflasterstein mit vorzugsweise senkrecht zur verlegeebene ausgerichteten steinflankenInfo
- Publication number
- EP2401432A2 EP2401432A2 EP10720601A EP10720601A EP2401432A2 EP 2401432 A2 EP2401432 A2 EP 2401432A2 EP 10720601 A EP10720601 A EP 10720601A EP 10720601 A EP10720601 A EP 10720601A EP 2401432 A2 EP2401432 A2 EP 2401432A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- stone
- composite elements
- composite
- flank
- elements
- 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
- 239000004575 stone Substances 0.000 title claims abstract description 259
- 239000002131 composite material Substances 0.000 claims abstract description 303
- 239000000463 material Substances 0.000 description 13
- 239000004576 sand Substances 0.000 description 7
- 125000006850 spacer group Chemical group 0.000 description 7
- 239000004567 concrete Substances 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 5
- 239000002969 artificial stone Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000008719 thickening Effects 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
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
- 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
- E01C2201/00—Paving elements
- E01C2201/02—Paving elements having fixed spacing features
Definitions
- Paving stone with stone flanks preferably oriented perpendicular to the laying level
- the invention relates to a paving stone with preferably aligned perpendicular to the laying plane stone edges, wherein on the stone flanks composite elements are formed, which correspond with composite elements of a stone flank of an adjacent stone.
- a generic paving stone is known from DE 103 30 928 B4.
- Paving stones especially for road construction, are often designed as composite systems for reasons of displacement safety. These composite systems are based on the principle that arranged on a stone flank raster composite elements engage in the interstices of the arranged in grid composite elements on the flank of the adjacent paving stone to prevent in cooperation with the joint filling displacement of the stones against each other. Paving stones are widely used in which composite elements are arranged on all stone flanks in a predetermined grid, which mesh around each other, regardless of the position of the paving stones to each other. In this system, the stones have a defined top and bottom.
- the stones When laying the paving stones, it is desirable that the stones have as little as possible any contact with each other, but are separated from each other by grout. This Ensures that no damage due to temperature fluctuations and associated material expansions can occur.
- EP 1 036 882 Bl it is known to provide artificial stones for paving purposes with composite sections on which a spacer is arranged to ensure a minimum distance between the stones.
- the spacer is designed so that it is at least partially destroyed when shaking the laid patch.
- a synthetic stone for paving purposes in which a section holder is applied to a composite section, so that the section holder abuts against the side edge of an adjacent paving stone and thereby a minimum joint between the composite sections is ensured. It is also known from DE 201 09 608 Ul that directly on the side edge of a stone, a spacer is applied, which cooperates with a composite element of an adjacent paving stone, that the composite element strikes the spacer applied to the side edge spacers, which in turn a minimum joint should be ensured.
- a concrete paving stone which has composite elements with different widths.
- a composite element should have a width which substantially corresponds to the clear width between two adjacent, narrow composite elements of an adjacent paving stone.
- the space between two narrow composite elements should be greater by a multiple than the width of a narrow composite element.
- the number of narrow composite elements should be a multiple of the number of wide composite elements.
- two stones are to be selectively fixed against each other by the wider composite elements, which correspond in width to the clear width between two narrow composite elements. In this way, it should be prevented that dimensional differences or misalignment over several stones add up.
- the resulting between the narrow composite elements wide chambers to allow the inclusion of coarser and more effective joint material in the joints.
- the wide composite element may optionally be provided with a buffer pocket which can receive pushed concrete material.
- a thickening can be provided between two narrow composite elements. The thickening is intended to counteract a two-dimensional contact of two adjacent paving stones.
- one or more narrow composite Elements are designed to extend perpendicular to the stone flank and thus serve as projecting spacers.
- a disadvantage of the generic document is that at the points at which a broader composite element between two narrow composite elements is introduced, no or not enough sufficient joint material, especially sand, can be introduced. This results in the generic document in that the wide composite element, so that this can fulfill its function, must be fitted as form-fitting as possible between two narrow composite elements.
- the present invention has for its object to provide a paving stone, in which the contact surface between two adjacent paving stones is largely minimized and which allows that a suitable amount of joint material between two adjacent paving stones can be introduced, which is to be prevented Add dimensional differences or laying errors over several stones.
- each flank has at least two embodiments of composite elements, which differ at least in that the composite elements of a configuration compared to the composite elements of the other embodiment are extended in a direction perpendicular to the stone flank, it is achieved that two adjacent paving stones do not overlie all composite elements. ren, but only a contact on the extended composite elements. This minimizes the contact area between the stones.
- the stones are separated from one another by joint material, in particular sand, in the area of the non-elongated composite elements.
- the formed on the stone flanks composite elements are each arranged in a grid, so that the composite elements each have an even horizontal distance to adjacent composite elements of the same stone flank. It is provided that all composite elements, regardless of whether it is normal or perpendicular to the stone flank elongated composite elements, are arranged in the predetermined grid.
- a predetermined grid dimension is to be understood as meaning that the composite elements each have a uniform, horizontal spacing of, for example, 25 mm to adjacent composite elements of the same stone sidewalls.
- each case at least two composite elements are offset within their position between two composite elements or a composite element and a vertical stone edge mirror images of each other so that the two composite elements are arranged outside the grid dimension. It should be located between the staggered composite elements at least one arranged in grid composite element. Due to the fact that two composite elements are located outside the grid dimension and the displacement of the composite elements takes place in mirror image with respect to one another, in some cases cher and advantageously achieved that the staggered composite elements, when the paving stone is laid, no longer located in the middle between two composite elements of an adjacent paving stone. The staggered composite elements are thus approximated to one of the composite elements of the adjacent paving stone.
- the mirror image displacement of the two offset composite elements ensures that an offset composite element ensures that the paving stone is delimited from an adjacent paving stone in a shift to the right, while the other staggered composite element limits a shift of the paving stone to the left.
- two staggered composite elements two adjacent paving stones can be connected defined according to the idea of a key / lock principle, so that dimensional differences or installation errors over several stones can not add.
- the solution according to the invention has the advantage that more joint material, in particular sand, can be introduced.
- the "key element” ie the wider composite element according to DE 103 30 928 B4
- the solution according to the invention makes it possible to use a key / lock principle without substantially impairing the introduction of sand into the intermediate spaces between two composite elements.
- each composite element of the paving stone can be sufficiently filled with sand from at least one side, or sand can adjoin the composite element accordingly.
- the degree of tolerance of the key / lock system according to the invention can be determined by the amount by which the composite elements displaced in mirror image from one another are offset or arranged outside the grid dimension. In experiments, it has been found suitable to offset the composite elements in each case by 1.5 mm with a pitch of 25 mm. Ie. an offset of about 6% of the grid size or an offset between 2% and 20% of the locking measure has been found to be particularly suitable to allow a defined laying of the composite elements.
- a punctual fixing two adjacent paving stones by the solution according to the invention is also supported by the fact that both paving stones can have the composite elements according to the invention offset.
- At least two composite elements preferably three composite elements are arranged, which are positioned within the grid dimension.
- one of the staggered composite elements is arranged between a vertical stone edge and a composite element arranged in the grid. Furthermore, it has been found to be particularly suitable if one of the staggered composite elements of each flank adjacent to a vertical stone edge. When laying the paving stone can thus position particularly favorable. It is preferably provided that exactly one staggered composite element adjoins each vertical stone edge. Such a design allows flexible use of the stones, without the publisher must pay attention to how the stone must be positioned. It can be provided, for example, that either always left or always right of the stone edge a staggered composite element is formed.
- the staggered composite elements are formed extended in a direction perpendicular to the stone flank with respect to the composite elements arranged in the grid.
- the staggered composite elements thus fulfill not only their key / lock function but also the function of spacers.
- the staggered composite elements thus ensure that contact two adjacent paving stones only on the offset composite elements and thus a minimum joint width is guaranteed, especially between the normal, d. H. the arranged in grid composite elements and an opposite stone flank.
- the composite elements are arranged in the grid in a direction perpendicular to the flank of the stone.
- the functionality of the key / lock function does not have to be combined with the "distance function".
- the composite elements extend over only part of the height of the stone. This makes it possible that a particularly large amount of joint material can be introduced between two paving stones, especially in the area of the composite elements.
- the composite elements extend from the underside of the paving stone upwards, but end before reaching the top of the stone, preferably 20 mm +/- 10 mm before reaching the stone top. It is also advantageous that the composite elements thus in the installed state, especially when joint material is introduced between the paving stones are not recognizable.
- the composite elements are arranged only in the lower part of the stone flanks, in order to enable a continuous filling with grout material in the upper region of the stone flanks. When viewed from the top of the laid pavement, the viewer therefore receives the impression of a uniform continuous joint.
- the composite elements need not necessarily begin from the underside of the stone, but rather the composite elements may also be spaced from the underside of the paving stone and may be interrupted. It is advantageous if the thickness of the composite elements extending perpendicularly to the flank of the stone tapers in the direction of the top of the stone. Preferably, the composite elements end before reaching the stone top.
- individual composite elements arranged in the grid spacing are dispensed with, so that the distance between two adjacent composite elements arranged in the grid increases by an integral multiple of the grid dimension.
- a uniform distribution of the composite elements along the stone flank is to be preferred.
- individual composite elements arranged in the grid can also be dispensed with.
- the grid is a grid of 10 - 50 mm, d. H. a distance of 10 - 50 mm between the centers of two composite elements, particularly suitable. In particular, a grid dimension of 25 mm +/- 5 mm is suitable.
- the thickness of the strip extending perpendicularly to the stone flank is offset Composite elements 3 - 6 mm, preferably 4.5 mm +/- 0.5 mm. Furthermore, it may be advantageous if the thickness of the composite elements arranged in the grid, perpendicular to the stone flank, is 2 to 5 mm, preferably 3.5 mm to 0.5 mm.
- staggered composite elements The strength stated with respect to the staggered composite elements refers to the fact that the staggered composite elements also fulfill the distance function. Insofar as this is not the case, the staggered composite elements can have the same thickness as the grid elements arranged in the grid. Only the composite elements which are to ensure the distance function are produced with an oversize.
- the composite elements that take over the distance function at least at points about 1 mm +/- 0.5 mm further protrude than the composite elements without distance function.
- the composite elements which are to ensure the distance function, have a greater width than the composite elements that do not fulfill a distance function.
- the composite elements with distance function results at the same angle (course in the direction of the projecting tip of the composite element) that the composite elements with distance function on the composite elements survive without distance function.
- the composite elements have the same width, but the composite elements with the distance function run at a more acute angle perpendicular to the stone flank.
- the To provide composite elements with the same width and the same angle. In this case, it can be achieved by a different rounding at the top of the composite elements, that the composite elements with distance function protrude further.
- inventive solution according to claim 16 differs from the inventive solution according to claim 1, characterized in that each flank instead of two composite elements each having only one composite element which is offset within its position between two composite elements or a vertical stone edge and a composite element such that the offset composite element is arranged outside the grid.
- each vertical stone edge is assigned exactly one offset element arranged offset.
- the staggered composite elements are positioned on their stone flanks so that all composite elements have the same distance to the associated stone edge of the respective stone flank.
- each offset composite element is arranged at the same distance from a stone edge and each stone edge is associated with exactly one staggered composite element, a specific arrangement of staggered composite elements is achieved, which makes it possible to lay the paving stones in a simple manner in the composite.
- the solution according to the invention for example, be provided that at each stone edge left or right of the stone edge a staggered composite element is located and regardless of which stone edge is assumed, the distance to the staggered composite element is the same.
- the inventive solution according to claim 16 has the disadvantage that no exact key / lock positioning takes place by the staggered composite elements. It is only possible to apply the staggered composite element to an edge of a composite element of an adjacent paving stone.
- Figure 1 is a plan view of a paving stone in which two composite elements are offset in mirror image to each other on the stone sides, so that the two composite elements are arranged outside the grid.
- Fig. 2 is a section along the line II-II of Fig. 1;
- Fig. 3 is a section along the line III-III of Fig. 1;
- FIG. 4 is a plan view of a special stone, which differs from the stone shown in FIG. 1 in that in each case one composite element arranged in a grid is omitted on two opposite stone flanks;
- Figure 5 is a plan view of two paving stones, which may be formed by division of a paving stone of FIG. 4.
- Fig. 6 shows a possible compilation of a stone packet formed by the paving stones according to the invention
- Fig. 7 is a detail view of two staggered composite elements between which a composite grid element is positioned;
- Fig. 8a is an illustration of two adjacently arranged paving stones, in each of which a composite element is offset on each flank of the stone;
- Fig. 8b is an illustration of two adjacently arranged paving stones, in each of which two composite elements are offset on each stone flank;
- Paving stones may be formed of any suitable material, such as concrete, clinker, baked clay, or other materials useful for paving stone surfaces.
- the paving stone 1 shown in the embodiment consists of a concrete body and has perpendicular to the laying plane aligned stone flanks 2.
- Composite elements (A, B, C, D) which correspond to composite elements of a stone flank 2 of an adjacent paving stone 1 are formed on the stone flanks 2.
- Each flank 2 in the exemplary embodiment has two configurations of composite elements (A and B) and (C and D), which differ at least in that the composite elements C and D of a configuration compared to the composite elements A and B of the other embodiment in one direction perpendicular to the stone flank 2 are extended.
- the embodiments of the composite elements differ at least or at least by their extent in a direction perpendicular to the stone flank 2. D. h.
- Composite elements are considered as belonging to another embodiment only if their maximum embankments in a direction perpendicular to the stone flank 2, d. H. their strengths differ. If the maximum extent (perpendicular to the stone flank 2) of two paving stones is the same, then the composite elements of the same configuration are assigned, even if they otherwise, for. B. in the course, the width, etc., differ significantly.
- the composite elements C and D are extended in a direction perpendicular to the stone flank 2 (see in particular FIGS. 1, 3, 4, 5 and 7).
- the composite elements A and B have a lower perpendicular to the stone flank 2 extending thickness.
- the composite elements C and D have a perpendicular to the stone flank 2 extending thickness of 4.5 now. This is indicated in FIG. 3 by the reference symbol x.
- the composite elements C and D have a course, as shown in Fig. 3 in cross section. Ie. the composite elements C and D extend from a stone underside 3 in the direction of a stone top 4, but terminate before reaching the stone top 4.
- the composite elements C and D taper towards the stone top 4, as shown in Fig. 3.
- the composite elements A and B have a perpendicular to the stone edge 2 extending thickness of 3.5 mm. This is shown in Fig. 2 by the reference numeral y.
- the composite elements A and B also extend from the underside of the stone 3 in the direction of the stone top 4, without reaching the stone top 4.
- the composite elements A and B are tapered in the direction of the stone top 4. It is provided that the composite elements B taper in the manner shown in Fig. 2.
- the composite elements A have a course, as shown in Fig. 3 with respect to the composite elements C and D, but without having their strength.
- the formed on the stone flanks 2 composite elements are each arranged in a grid, so that the composite elements in each case to adjacent composite elements of the same stone flank 2 have a uniform horizontal distance.
- the grid dimension in the exemplary embodiment is 25 mm, ie the distance between a composite element A and a composite element B or between a composite element B and a composite element B is in the embodiment of FIG.
- 25 mm each calculated from the center of the composite element A, B to the center of the adjacent composite element A, B.
- At each stone flank 2 are two composite elements C, D within their position between two composite elements A, B or a composite element A, B and a vertical stone edge 5 mirror images of each other so offset that the two composite elements C, D are arranged outside the grid.
- the staggered composite elements are in the exemplary embodiment, three composite elements A, B, which are arranged in the grid.
- the staggered composite elements C, D are offset by 1.5 mm to the grid.
- the composite elements C, D are each offset in the direction of the adjacent stone edge 5 by 1.5 mm to the outside.
- the composite elements D thus effect a shift lock to the left in the installed state of the paving stone 1, while the composite elements C cause a shift lock to the right.
- the paving stone 1 shown in Fig. 1 has uniformly long side edges 1, each having a length of 195 mm (designated by the reference numeral c in Fig. 1).
- the width of the composite elements C and D is in the embodiment of FIG. 1 13.1 mm (reference a).
- the width of the composite elements A and B is selected in the embodiment of FIG. 1 with 11.1 mm (reference numeral b in Fig. 1). The values are +/- 10%.
- each staggered composite element D is arranged adjacent to each stone edge 5. Ie. On each stone flank 2, one of the staggered composite elements D is arranged between the vertical stone edge 5 and a composite element A arranged in the grid.
- the paving stone 1 is designed with a square base, wherein the composite elements A, B, C, D are respectively arranged identically to the four stone sides 2.
- Fig. 4 shows an alternative to Fig. 1 embodiment of a paving stone 1. This differs from Fig. 1 only in that on two opposite Steinflanken 2 each have a composite element A, B is omitted. The distance between two adjacent, arranged in grid composite elements A, B is thereby increased by an integer multiple of the grid. In the exemplary embodiment, a composite element B is omitted in each case at the two stone flanks 2 in the region of the middle of the flank 2 of the stone. Ie. the distance between two composite elements A and B has increased by a multiple, between these is in the embodiment, even a staggered composite element C.
- Fig. 5 differs from Fig. 4 in that the paving stone 1 shown in Fig. 4 is divided into two halves. The subdivision is carried out so that the paving stone 1 as shown in FIG. 4 is divided into two equal halves. As a result, only three stone sides 2 of the paving stone 1 composite elements A, B, C, D on. This too should be encompassed by the solution according to the invention.
- Such a stone is suitable for special applications.
- Fig. 6 shows a possible arrangement of paving stones 1 according to the invention in a stone package, ie in a state in which they can be delivered to a construction site. Shown here are also two paving stones 1 according to FIG. 5.
- Fig. 7 shows in detail two staggered composite elements C, D, which adjoin a stone edge 2 of an adjacent paving stone 1. In the embodiment shown in FIG. 7, the staggered composite elements C, D are each offset in mirror image from the outside by 2.5 mm (reference numeral 1). The original position (in grid) is shown in Fig. 7 by dashed lines.
- the distance between the staggered composite members C and D and each composite A of an adjacent paving block 1 decreases to 2 mm while the distance to the composite member A, from which the composite member C is further spaced, increases to 7 mm.
- the shortened distance is shown in FIG. 7 by the reference character k, while the enlarged distance is represented by the reference symbol v.
- the extent to which the composite elements C, D are offset from the original position is indicated by the reference numeral 1 in FIG.
- Reference symbol r denotes the regular distance (4.5 mm) of two composite elements arranged in the grid.
- the key-Z lock principle can be set as accurately as desired by suitable displacement of the composite elements C, D.
- Fig. 8b shows a possible Animpulsetzen of two paving stones 1, each having two staggered composite elements C and D on each flank 2.
- the staggered composite elements C and D are shown in Fig. 8b blackened.
- the non-staggered composite elements, ie the composite elements A, B, which are in the grid, are not shown blackened in Fig. 8b.
- the staggered composite elements C and D are each shifted so that the composite elements C and D have moved away from each other.
- the composite elements C and D may also be offset from one another in a mirror-inverted manner so that the composite elements C and D are closer to one another. In both cases, there is a suitable key / lock principle.
- meet the offset composite elements C and D turn the distance function, ie they are formed perpendicular to the flank 2 extended.
- FIG. 8 a basically shows an arrangement according to FIG. 8 b, however, only one composite element C or D is formed on each stone flank 2. This corresponds to the solution according to the invention according to claim 16.
- the composite element C or D arranged on a stone flank 2 is in each case associated with a vertical stone edge 5.
- the composite elements C and D each have, starting from the associated vertical stone edge 5 at an identical distance.
- the paving stone 1 has a square base. Furthermore, all the stone flanks 2 are identical with composite elements C, D and A, B provided. In principle, the staggered composite element C or D need not be arranged directly adjacent to a vertical stone edge 5. It is also conceivable that the staggered composite element C or D is positioned between two arranged in grid composite elements A, B. According to the invention, however, it is to be ensured according to claim 16 that the staggered composite elements C and D each have the same spacing relative to the associated vertical stone edge 5. This is true even if the paving stone 1 is not a square paving stone 1. As can be seen from FIG.
- the staggered composite elements C and D essentially serve to enable the paving stone 1 to be applied to an adjacent paving stone 1 or its composite elements A, B in a defined manner.
- the upper paving stone 1 in FIG. 8a can no longer be displaced to the left with respect to the lower paving stone 1, since this is prevented by the staggered composite elements C and D, respectively.
- the upper paving stone 1, however, can be moved to the right.
- the solution shown in Fig. 8a thus offers no "key / lock principle", as shown in Fig. 8b, but allows only a defined application.
- Fig. 9 shows six laid to a pavement stones, which are each provided at their side edges 2 with two composite elements C, D.
- the solution according to the invention not only enables optimal laying of stones of the same size, but also stones of different sizes can be combined with each other.
- the blackened dargdefendingen in Fig. 9 composite elements in turn is the staggered composite elements C, D.
- the non-blackened composite elements A, B are arranged in the grid composite elements A, B.
- the composite elements C, D according to Fig. 9 again fulfill a distance function.
- paving stones 1 of any desired size for example also five- or hexagonal stones, can be produced.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Toys (AREA)
- Connection Of Plates (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL10720601T PL2401432T3 (pl) | 2009-05-19 | 2010-05-18 | Kostka brukowa z powierzchniami bocznymi, rozmieszczonymi korzystnie prostopadle do płaszczyzny układania |
SI201030886T SI2401432T1 (sl) | 2009-05-19 | 2010-05-18 | Tlakovec z boki kamna, ki so prednostno usmerjeni pravokotno na polagalno ravnino |
HRP20150226AT HRP20150226T1 (hr) | 2009-05-19 | 2015-02-26 | Kamen za poploäśavanje äśije su stranice po moguä†nosti usmjerene okomito na ravninu na koju se polaže |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009022017A DE102009022017B3 (de) | 2009-05-19 | 2009-05-19 | Pflasterstein mit vorzugsweise senkrecht zur Verlegeebene ausgerichteten Steinflanken |
PCT/EP2010/056796 WO2010133582A2 (de) | 2009-05-19 | 2010-05-18 | Pflasterstein mit vorzugsweise senkrecht zur verlegeebene ausgerichteten steinflanken |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2401432A2 true EP2401432A2 (de) | 2012-01-04 |
EP2401432B1 EP2401432B1 (de) | 2014-12-03 |
Family
ID=42555677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10720601.3A Active EP2401432B1 (de) | 2009-05-19 | 2010-05-18 | Pflasterstein mit vorzugsweise senkrecht zur verlegeebene ausgerichteten steinflanken |
Country Status (10)
Country | Link |
---|---|
US (1) | US8616803B2 (de) |
EP (1) | EP2401432B1 (de) |
CA (1) | CA2761058C (de) |
DE (1) | DE102009022017B3 (de) |
DK (1) | DK2401432T3 (de) |
ES (1) | ES2531413T3 (de) |
HR (1) | HRP20150226T1 (de) |
PL (1) | PL2401432T3 (de) |
SI (1) | SI2401432T1 (de) |
WO (1) | WO2010133582A2 (de) |
Families Citing this family (12)
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PL1812647T3 (pl) | 2004-10-25 | 2014-09-30 | Oldcastle Building Prod Canada | Sztuczna płyta kamienna do uzyskiwania powierzchni o naturalnym, nieregularnym wyglądzie |
US9404226B2 (en) | 2012-06-18 | 2016-08-02 | Oldcastle Building Products Canada Inc. | Dual-unit paving system |
USD704859S1 (en) * | 2012-08-28 | 2014-05-13 | Orco Block Co., Inc. | Permeable paver |
US9315950B2 (en) * | 2012-10-19 | 2016-04-19 | Oldcastle Architectural, Inc. | Paving stones |
US20140270946A1 (en) * | 2013-03-12 | 2014-09-18 | Fractal Tectonics Ltd. | Modular concrete unit and an assembly thereof |
US20160032539A1 (en) * | 2013-03-15 | 2016-02-04 | Douglas J BUCH | Permeable Paving System |
USD791346S1 (en) | 2015-10-21 | 2017-07-04 | Pavestone, LLC | Interlocking paver |
US9701046B2 (en) | 2013-06-21 | 2017-07-11 | Pavestone, LLC | Method and apparatus for dry cast facing concrete deposition |
US10583588B2 (en) | 2013-06-21 | 2020-03-10 | Pavestone, LLC | Manufactured retaining wall block with improved false joint |
USD737468S1 (en) | 2014-05-07 | 2015-08-25 | Pavestone, LLC | Front face of a retaining wall block |
DE102022127331A1 (de) | 2022-10-18 | 2024-04-18 | Baustoffwerke Gebhart & Söhne GmbH & Co. KG | Verfahren und Vorrichtung zur Herstellung eines Verbundkörpers |
DE102022127333A1 (de) | 2022-10-18 | 2024-04-18 | Baustoffwerke Gebhart & Söhne GmbH & Co. KG | Verfahren und Vorrichtung zur Herstellung eines Verbundkörpers |
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US1314278A (en) * | 1919-08-26 | Paving-brick | ||
NL154289B (nl) * | 1966-12-23 | 1977-08-15 | Meij Antonius J Van Der | Steenlichaam. |
GB1523288A (en) * | 1974-11-18 | 1978-08-31 | Schraudenbach P | Artificial stones of a lattice structure |
USD389926S (en) * | 1994-09-19 | 1998-01-27 | Gunter Barth | Paving element |
CA2193942C (en) * | 1996-12-24 | 2001-11-06 | Frank Pacitto | Mortarless retaining wall structure with improved lateral and longitudinal reinforcement for a vertical, set forward and/or set back retaining wall in whole or in part constructedby utilizing standardized blocks |
DE19824556B4 (de) * | 1997-04-02 | 2007-09-20 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
ATE246751T1 (de) * | 1998-04-22 | 2003-08-15 | Peter Geiger | Verlegeverbund aus pflastersteinen aus betonwerkstoff |
EP1036882B1 (de) * | 1999-03-15 | 2003-03-05 | Kombilith GmbH Entwicklung und Verwertung | Kunststein für Pflasterzwecke |
DE19960320A1 (de) | 1999-12-15 | 2001-06-21 | Rolf Scheiwiller | Pflastersteinsystem |
DE10013613B4 (de) * | 2000-03-18 | 2013-05-02 | Reiner Roth | Betonpflasterstein |
DE10105055A1 (de) * | 2001-02-05 | 2002-12-05 | Uni Int Bausysteme Gmbh & Co | Bodenbelagelemente aus Kunststeinmaterial |
DE20109608U1 (de) * | 2001-06-08 | 2001-12-06 | Fiege & Bertoli Gmbh & Co. Kg, 41541 Dormagen | Kunststein für Pflasterzwecke |
EP1335069B1 (de) * | 2002-02-07 | 2005-11-30 | Kombilith GmbH Entwicklung und Verwertung | Kunststein für Pflasterzwecke |
DE10330928B4 (de) * | 2003-07-08 | 2005-05-25 | Schröder, Harald | Pflasterstein |
DE202004008747U1 (de) | 2004-05-13 | 2005-09-22 | Lithonplus Gmbh & Co. Kg | Formstein und Bausatz aus Formsteinen |
EP1624108A1 (de) * | 2004-08-02 | 2006-02-08 | Harald Schröder | Pflasterstein |
DE102005061711A1 (de) * | 2005-05-18 | 2006-12-14 | Rolf Scheiwiller | Bausatz aus Pflastersteinen |
EP1734188B1 (de) * | 2005-06-16 | 2013-02-13 | Peter Geiger | Bausatz mit Pflastersteinen |
DE202008000194U1 (de) * | 2008-01-04 | 2008-03-27 | Betonwerk Lieme Gmbh & Co. Kg | Bausatz aus Formsteinen zur Erstellung einer Erdreichabdeckung |
-
2009
- 2009-05-19 DE DE102009022017A patent/DE102009022017B3/de not_active Expired - Fee Related
-
2010
- 2010-05-18 PL PL10720601T patent/PL2401432T3/pl unknown
- 2010-05-18 SI SI201030886T patent/SI2401432T1/sl unknown
- 2010-05-18 DK DK10720601.3T patent/DK2401432T3/da active
- 2010-05-18 CA CA2761058A patent/CA2761058C/en active Active
- 2010-05-18 US US13/138,995 patent/US8616803B2/en active Active
- 2010-05-18 EP EP10720601.3A patent/EP2401432B1/de active Active
- 2010-05-18 ES ES10720601T patent/ES2531413T3/es active Active
- 2010-05-18 WO PCT/EP2010/056796 patent/WO2010133582A2/de active Application Filing
-
2015
- 2015-02-26 HR HRP20150226AT patent/HRP20150226T1/hr unknown
Non-Patent Citations (1)
Title |
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See references of WO2010133582A2 * |
Also Published As
Publication number | Publication date |
---|---|
US20120057933A1 (en) | 2012-03-08 |
CA2761058C (en) | 2017-09-05 |
US8616803B2 (en) | 2013-12-31 |
ES2531413T3 (es) | 2015-03-13 |
WO2010133582A3 (de) | 2011-07-14 |
DK2401432T3 (da) | 2015-02-23 |
HRP20150226T1 (hr) | 2015-04-10 |
PL2401432T3 (pl) | 2015-05-29 |
WO2010133582A2 (de) | 2010-11-25 |
DE102009022017B3 (de) | 2010-12-09 |
CA2761058A1 (en) | 2010-11-25 |
EP2401432B1 (de) | 2014-12-03 |
SI2401432T1 (sl) | 2015-04-30 |
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