EP1027500B1 - Pave, jeu de paves et dispositif de production correspondant - Google Patents
Pave, jeu de paves et dispositif de production correspondant Download PDFInfo
- Publication number
- EP1027500B1 EP1027500B1 EP98950083A EP98950083A EP1027500B1 EP 1027500 B1 EP1027500 B1 EP 1027500B1 EP 98950083 A EP98950083 A EP 98950083A EP 98950083 A EP98950083 A EP 98950083A EP 1027500 B1 EP1027500 B1 EP 1027500B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- stone
- paving
- projection
- paving stones
- stones
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0064—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0064—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
- B28B7/0082—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces with surfaces for moulding parallel grooves or ribs
-
- 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
-
- 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
- E01C2201/06—Sets of paving elements
Definitions
- the invention relates to a concrete paving stone for the creation of soil coverings, in particular paving slabs, wherein the paving stones to form Joints can be laid between adjacent paving stones and joints with joint filling material are fillable, and wherein the paving stone is a rectangular stone top in plan and a stone base, which are offset from each other and excluding in the area of the stone base spacers in the range of upright Side surfaces are formed.
- the design of concrete paving stones is becoming increasingly demanding posed.
- the external appearance should be appealing. Nevertheless, should the paving stones by vertical and horizontal interlocking with adjacent paving stones - Horizontal composite and vertical composite - one against loads of rolling Make traffic resistant ground cover.
- the invention deals with Paving stones, which due to their design a horizontal compound and a vertical composite within the plaster ceiling. It's about the special design such paving stones.
- paving stones are known, which are a stone base and have a staggered arranged stone shell.
- the paving stones shown have no spacers and are therefore not with even joints between adjacent paving stones.
- EP 0 752 500 A1 shows paving stones with a stone upper part arranged offset from one another and stone lower part. These are composite panels consisting of a natural stone shell and a concrete base. The bond between adjacent ones Paving stones of a plaster ceiling is projecting through the stone base arranged Nubs and niches made.
- the diverging cross section of the joints ensures that the longitudinal joints and / or transverse joints between the adjacent paving stones reliable backfilling allow with Fugenhellmaterial, especially sand or gravel.
- the gap width the joints increases according to the invention downwards, so that a wedging of particles the joint filling material is avoided.
- these have an angle that is smaller as the angle of repose of Fugen hypollmaterials, ie in particular less than 30 °.
- Figs. 1 to 5 show details of one in a particular way trained paving stone 10 made of concrete.
- This one is in the plan rectangular formed with long sides 11 and 12 as well Transverse sides 13 and 14.
- Transverse sides 13 and 14 In the region of the longitudinal sides 11, 12 forms the paving stone 10 by projections and depressions one "Gearing", such that adjacent paving stones 10 within a plaster ceiling in horizontal and vertical Direction are laid with composite (horizontal composite and vertical composite).
- the upright transverse sides 13 and 14 are in these Paving stones 10 smooth surface formed, so no composite effect.
- the paving stone 10 consists of a stone top 15 and a stone base 16.
- the stone top 15 is in plan view rectangular or with a rectangular stone top 17 provided.
- the stone base 16 has protrusions and depressions, the reciprocal interlocking of adjacent paving stones 10 and thus allow the horizontal and vertical network.
- This composite is in the finished laid plaster ceiling (e.g. Fig. 7) from the outside or above not visible, because the stone tops 17 exclusively e.g. are rectangular.
- the stone base is 16 in the region of a longitudinal side 11 with a central projection 18 provided.
- This opposite is a corresponding formed recess 19 shaped.
- Tab 18 and accordingly Recess 19 are designed trapezoidal, so with a parallel to the longitudinal side 11 extending outer surface 20th and a corresponding inner surface 21 and also with corresponding oblique flanks 22, 23.
- To the Tab 18 include lateral corner recesses 24 and this Corresponding Eckvorsprünge 25 as (partial) limitation of Recess 19.
- the paving stones laid to form a plaster ceiling 10 (Fig. 5, Fig. 6, Fig. 7) are mutually interlocked.
- the projection 18 of a paving stone 10 enters the Recess 19 of an adjacent paving stone form fit one.
- the corner projections 25 protrude into corner recesses 24 of an adjacent paving stone 10. Due to the vertical offset between the stone top 15 and areas of the stone base 16 arises as a result of investment of the inclined surfaces 26 at the inclined surfaces 29 and the inclined surface 27 on the inclined surface 28 additionally a vertical connection.
- Upright stone surfaces 30 of the stone upper part 15 and stone surfaces 31 of the stone base 16 are - as well as inclined surfaces 26..29 - designed so that the laid paving stones 10 down diverging, so from the top of stone 17 after below widening joints form.
- the relevant, the Forming a longitudinal joint 32 or a transverse joint 33 opposite each other Stone surfaces of the paving stones 10 are too this purpose slightly in comparison with an (imaginary) vertical one Plane inclined, e.g. at an angle of 0.5 ° to 3 °, preferably 1 ° to 2 °.
- Analogous the area of the inclined surfaces 26..29 is formed, ie also with a gradually widening downwards Gap. Furthermore, the inclination of the inclined surfaces 26..29 is so chosen that in relation to an (imaginary) vertical plane of the Tilt angle is not greater than the angle of repose of joint filling material, So for example, of sand or gravel. This means, that in practice the angle of the inclined surfaces 26..29 not larger than 30 °. This downwardly opening cross-sectional shape the joints ensure a faultless introduction the joint filling material over the complete height of the joints.
- FIGS. 6 to 9 A further feature not belonging to the invention results from FIGS. 6 to 9.
- Fig. 6 shows a view from the stone top 17
- Fig. 7 shows a bottom view with the horizontal and vertical toothing.
- curbs 42, 43 are formed. At until To straight, parallel edges of the plaster ceiling a toothing or to ensure a bond, are the curbs 42, 43 formed in the region of the stone base 16 so that they form fit to two obliquely aligned rows of stones 41 connect and a straight-line completion at the Form outside. In the area of the stone shell 15 are the Curbs 42, 43 formed matching, namely with a rectangular and a triangular portion (Fig. 6). The triangular area closes at two adjacent Stone rows 41 on.
- the stone bases 16 are formed differently.
- a partial projection 44 in the region of a corner recess 24 of an adjacent Paving stone 10 suitable entry.
- the other curb 43 is instead provided with a corner projection 45 - analogous to Corner projection 25 of a paving stone.
- the corner projection 45 occurs - With a corner projection 25 of an adjacent paving stone 10 - in a recess 19 of a paving stone 10 of the adjacent Stone row 41.
- This design of the curbs 42, 43 applies to a laying paving stones 10 with offset from stone row 41 to stone row.
- the paving stones 10 are laid in a half-bandage, wherein two corner projections 25 of adjacent paving stones 10 in a recess 19 of a paving stone 10 of the adjacent Stone row 41 enter.
- both longitudinal sides 11, 12 of the curve stones 46 arranged obliquely, so wedge-shaped running. This applies to both the stone top 15 as well as the stone base 16. This is a full composite effect, namely with Horizontal and vertical grouping, also in the area of curve sets 47 given.
- a special feature is the production of such curve stones 46th Concrete blocks are usually made in concrete forms that have a number of mold cavities open at the top and bottom. In this the fresh concrete is filled. On the bottom the mold nests are closed by a backing board. From above, mold punches enter the individual mold cavities to to ensure an upper limit for the concrete blocks.
- Fig. 11 shows such a concrete form in plan view.
- the mold nests 48 are formed so that the stone top 15, so the stone top 17, down and the stone base 16 with the teeth facing up. Form stamps come from above in the mold nests, the outline contour of the stone base 16 have, so this form.
- the stone lower part 16 rests on a special drawing plate 49, a plate-shaped, thin-walled organ, which after forming the paving stones 10 and the curve stones 46 within the mold cavity 48th pulled out laterally so that afterwards the (fresh) stones resting on an underlying surface (base board).
- the drawing plate 49 has the task of the areas of the stone upper part 15 on the long sides 11, 12 to form and also also the undercuts, namely inclined surfaces 28 and 29.
- the drawing plate 49 is in the present case on the design aligned by curve stones 46.
- the Form webs 51 a diverging in the drawing direction cross-sectional shape (Fig. 14).
- the width of the forming webs 51 decreases in the pulling direction to.
- This design of the form webs corresponds to the positioning mold cavity 48 within the concrete mold ( Figure 11).
- the arranged in longitudinal and transverse rows of mold cavities are in terms the size distributed so that in the pulling direction according to Arrow 50, the transverse dimension of the wedge-shaped curve stones 46 decreases.
- each transverse row 53 of the mold cavities 48 accordingly increases the width in the pulling direction according to arrow 50, namely wedge-shaped, so that correspondingly wedge-shaped form webs 51st each with in the drawing direction increasing width of each other facing longitudinal sides 11, 12 of the curved blocks 46 adjacent Transverse rows 53 abut.
- this relative position is also a trouble-free demoulding possible, namely a pulling out of the drawing plate 49 in the direction of arrow 50.
- the opposite the drawing direction decreasing width of the molding webs 51 can this be pulled out between the transverse rows 53.
- Form the longitudinal sides 11, 12 in the region of the stone base 16 and the undercut inclined surfaces 28, 29 is retained.
- the underlay board (not shown) can then with the wedge-shaped concrete blocks in usual Be carried away.
- the construction principle of the concrete form or the drawing sheet 49 can also be used in other wedge-shaped concrete blocks be used with undercuts.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
- Details Of Garments (AREA)
- Floor Finish (AREA)
- Road Repair (AREA)
Claims (4)
- Pavé (10) en béton pour la réalisation de revêtements de sol, en particulier de pavements, le pavé (10) pouvant être placé entre des pavés (10) voisins en formant des joints (32, 33) et les joints (32, 33) pouvant être remplis avec un matériau de jointure, le pavé (10) présentant une partie supérieure (15) rectangulaire vue en plan ainsi qu'une partie inférieure (16), qui sont disposées de façon décalée l'une par rapport à l'autre, et des entretoises (36...40) étant formées exclusivement dans la zone de la partie inférieure, dans la zone de surfaces latérales droites, caractérisé en ce que :a) la partie inférieure (16) présente au niveau d'un côté longitudinal droit (11) une saillie médiane (18) qui, vue en plan, dépasse partiellement par rapport au contour de la partie supérieure (15),b) des deux côtés de la saillie (18), au niveau de la partie inférieure (16), est respectivement disposé un renfoncement d'angle (24),c) au niveau d'un côté longitudinal droit opposé (12), la partie inférieure (16) présente un renfoncement médian (19),d) des deux côtés du renfoncement (19), au niveau de la partie inférieure (16), est respectivement disposée une saillie d'angle (25) qui, vue en plan, dépasse partiellement par rapport au contour de la partie supérieure (15),e) la saillie (18) et le renfoncement (19) au niveau de la partie inférieure (16) sont, vus en plan, configurés en forme de trapèze et avec des dimensions correspondantes,f) les deux saillies d'angle (25) sont configurées pour correspondre aux renfoncements d'angle (24),g) les joints (32, 33) formés entre des pavés voisins (10) présentent, en raison de la forme correspondante des surfaces latérales des pavés (10), une section transversale déviant vers le bas à partir d'une partie supérieure (12).
- Pavé (10) selon la revendication 1, caractérisé en ce que les surfaces latérales droites sont inclinées d'un angle de 0,5° à 3°, en particulier d'environ 1,5°, par rapport à un plan vertical imaginaire.
- Pavé selon la revendication 1 ou 2, caractérisé en ce que les surfaces latérales orientées obliquement, c'est-à-dire les surfaces inclinées (28, 29), présentent une inclinaison avec un angle d'inclinaison allant jusqu'à 30°, c'est-à-dire inférieur ou égal à l'angle de versement du matériau de jointure.
- Pavé selon la revendication 3, caractérisé en ce que dans la zone de la saillie médiane (18) sont disposées deux entretoises (36) situées à distance l'une de l'autre et dans la zone des saillies d'angle (25) du côté opposé du pavé (10) est disposée respectivement une unique entretoise (37) et dans la zone des surfaces frontales droites (34, 35), de préférence plates, est disposée respectivement une seule entretoise (40) excentrée, et dans la zone de flancs (22, 23) orientés obliquement est également disposée chaque fois une entretoise (38, 39).
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19747421A DE19747421A1 (de) | 1997-10-27 | 1997-10-27 | (Beton-)Pflasterstein, Bausatz aus (Beton-)Pflastersteinen und Vorrichtung zum Herstellen derselben |
DE19747421 | 1997-10-27 | ||
PCT/EP1998/006118 WO1999022072A2 (fr) | 1997-10-27 | 1998-09-25 | Pave, jeu de paves et dispositif de production correspondant |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1027500A2 EP1027500A2 (fr) | 2000-08-16 |
EP1027500B1 true EP1027500B1 (fr) | 2005-07-13 |
Family
ID=7846768
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98950083A Expired - Lifetime EP1027500B1 (fr) | 1997-10-27 | 1998-09-25 | Pave, jeu de paves et dispositif de production correspondant |
Country Status (9)
Country | Link |
---|---|
US (1) | US6263633B1 (fr) |
EP (1) | EP1027500B1 (fr) |
AT (1) | ATE299542T1 (fr) |
AU (1) | AU9628398A (fr) |
CA (1) | CA2307228C (fr) |
DE (2) | DE19747421A1 (fr) |
DK (1) | DK1027500T3 (fr) |
ES (1) | ES2245045T3 (fr) |
WO (1) | WO1999022072A2 (fr) |
Families Citing this family (50)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6588168B2 (en) * | 2001-04-17 | 2003-07-08 | Donald L. Walters | Construction blocks and structures therefrom |
CA2389952C (fr) * | 2001-06-08 | 2011-05-24 | Beton Bolduc (1982) Inc. | Paves imbriques |
US6881463B2 (en) * | 2003-03-24 | 2005-04-19 | Riccobene Designs Llc | Irregular, rotational tessellation surface covering units and surface covering |
US8298641B2 (en) | 2003-03-24 | 2012-10-30 | Keystone Retaining Wall Systems, Inc. | Irregular tessellated building units |
US7393155B2 (en) | 2003-03-24 | 2008-07-01 | Riccobene Designs Llc | Irregular tessellated building units |
WO2004085755A2 (fr) * | 2003-03-24 | 2004-10-07 | Riccobene Designs Llc | Unites de constructions quadrillees irregulieres |
US6884509B2 (en) * | 2003-04-24 | 2005-04-26 | U.S. Greentech, Llc | Special turf filler comprising silica particles |
US8263203B2 (en) | 2003-04-24 | 2012-09-11 | Usgreentech, L.L.C. | Filler for artificial turf system |
US7858148B2 (en) | 2003-04-24 | 2010-12-28 | Usgreentech, L.L.C. | Filler for artificial turf system |
US7637688B2 (en) | 2003-09-18 | 2009-12-29 | Riccobene Design Llc | Irregular, tessellated building units |
US7843906B1 (en) | 2004-02-13 | 2010-11-30 | Habanero Holdings, Inc. | Storage gateway initiator for fabric-backplane enterprise servers |
US7633955B1 (en) | 2004-02-13 | 2009-12-15 | Habanero Holdings, Inc. | SCSI transport for fabric-backplane enterprise servers |
US8868790B2 (en) | 2004-02-13 | 2014-10-21 | Oracle International Corporation | Processor-memory module performance acceleration in fabric-backplane enterprise servers |
US8713295B2 (en) | 2004-07-12 | 2014-04-29 | Oracle International Corporation | Fabric-backplane enterprise servers with pluggable I/O sub-system |
DE102004056355A1 (de) * | 2004-09-09 | 2006-04-13 | Rampf Formen Gmbh | Vorrichtung zur Herstellung von Formkörpern, insbesondere aus Beton |
US7425106B2 (en) * | 2004-09-13 | 2008-09-16 | Anchor Wall Systems, Inc. | Concrete pavers positioned in a herringbone pattern |
CA2569998C (fr) | 2004-10-25 | 2007-05-15 | Oldcastle Building Products Canada, Inc. | Dalle artificielle fournissant une surface a l'apparence aleatoire naturelle |
US7344334B2 (en) * | 2006-05-16 | 2008-03-18 | Vast Enterprises Llc | Paver system |
US20080120931A1 (en) * | 2006-06-30 | 2008-05-29 | Mark Joslyn | Masonry block arrangements; wall units; and, methods |
DE102007012538A1 (de) * | 2007-03-13 | 2008-09-18 | Sf-Kooperation Gmbh Beton-Konzepte | Erdreichabdeckung aus Formsteinen |
US8226323B2 (en) | 2007-09-26 | 2012-07-24 | Oldcastle Building Products Canada, Inc. | Covering unit |
WO2009140760A1 (fr) | 2008-05-21 | 2009-11-26 | Les Materiaux De Construction Oldcastle Canada, Inc . | Pierre artificielle |
RU2495974C2 (ru) * | 2009-01-14 | 2013-10-20 | Денис Александрович Столповский | Верхнее строение железнодорожного пути и автодороги |
SE535252C2 (sv) * | 2010-04-08 | 2012-06-05 | Lars Svensson | Gjutformsbyggsats för gjutning av byggnadsmodeller |
EP2861801B1 (fr) | 2012-06-18 | 2016-04-27 | Oldcastle Building Products Canada Inc. | Système de pavage à deux unités |
USD695915S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695919S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695917S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695916S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695921S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695918S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695922S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
USD695920S1 (en) | 2012-09-05 | 2013-12-17 | Oldcastle Building Products Canada, Inc. | Paver |
US9315950B2 (en) | 2012-10-19 | 2016-04-19 | Oldcastle Architectural, Inc. | Paving stones |
CA2842448C (fr) * | 2013-03-08 | 2016-01-19 | Pavestone, LLC | Pave porteur et procede d'installation |
US10583588B2 (en) | 2013-06-21 | 2020-03-10 | Pavestone, LLC | Manufactured retaining wall block with improved false joint |
USD791346S1 (en) | 2015-10-21 | 2017-07-04 | Pavestone, LLC | Interlocking paver |
US20140373479A1 (en) | 2013-06-21 | 2014-12-25 | Pavestone, LLC | Adjustable locator retaining wall block and mold apparatus |
USD737468S1 (en) | 2014-05-07 | 2015-08-25 | Pavestone, LLC | Front face of a retaining wall block |
PL3175041T3 (pl) * | 2014-07-29 | 2021-06-28 | Oldcastle Building Products Canada Inc. | Podłoża trawy dla zwiększenia widocznej przestrzeni zielonej |
USD791345S1 (en) | 2015-07-22 | 2017-07-04 | Keystone Retaining Wall Systems Llc | Landscaping block |
USD789556S1 (en) | 2015-07-22 | 2017-06-13 | Keystone Retaining Wall Systems Llc | Landscaping block |
USD789555S1 (en) | 2015-07-22 | 2017-06-13 | Keystone Retaining Wall Systems Llc | Landscaping block |
US9951527B2 (en) | 2015-07-22 | 2018-04-24 | Keystone Retaining Wall Systems Llc | Patio blocks and block systems with side surface positioning and retaining structures |
CA3031781A1 (fr) | 2015-07-24 | 2017-01-24 | Keystone Retaining Wall Systems Llc | Surface de connexion d'une unite structurelle et methode de fabrication associee |
US9677271B2 (en) * | 2015-10-08 | 2017-06-13 | Anchor Wall Systems, Inc. | Concrete unit and methods |
GB2532152B (en) * | 2016-01-21 | 2017-04-19 | Mooney Katherine | Constructional element |
JP7104410B2 (ja) * | 2018-10-29 | 2022-07-21 | 株式会社津田ペイブトンテクニック | ブロック舗装方法、ブロック舗装構造及びブロック舗装用強化板 |
DE102019100675A1 (de) * | 2019-01-11 | 2020-07-16 | Girnghuber GmbH | Pflasterklinker mit Verlegehilfen |
JP2022036637A (ja) * | 2020-08-24 | 2022-03-08 | 太平洋プレコン工業株式会社 | エンドブロック、舗装システム、および施工方法 |
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DE7238737U (de) * | 1973-04-05 | Mehrings A | Satz von Verbundsteinen zum Verlegen von Kurven bei Verbundsteinverbänden, insbesondere Deckwerken | |
US1384042A (en) * | 1919-11-03 | 1921-07-12 | Jr Frederick A Brotsch | Pavement construction |
DE812675C (de) * | 1948-07-31 | 1951-09-03 | Victor Trief | Formstein fuer Pflasterungen, Auskleidungen o. dgl. |
DE1895645U (de) * | 1964-03-19 | 1964-07-02 | Behaton Beton Und Hartbetonste | Begrenzungsstein zur schraegverlegung von verbundsteinen. |
FR1402464A (fr) * | 1964-07-27 | 1965-06-11 | Beton Gautot | Pavé préfabriqué |
FR94554E (fr) * | 1967-08-02 | 1969-09-12 | Gauthier Eddy | Moule pour la fabrication de dalles en béton ou matieres analogues. |
FR1585902A (fr) * | 1968-04-09 | 1970-02-06 | ||
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EP0424592B1 (fr) * | 1989-10-24 | 1993-09-22 | Rolf Scheiwiller | Pierres autobloquantes |
US5560173A (en) * | 1990-11-30 | 1996-10-01 | Scheiwiller; Ren+E,Acu E+Ee | Concrete or ceramics elements |
DE4303321A1 (de) * | 1993-02-05 | 1994-08-11 | Betonwerk Godelmann Kg | Verbundstein sowie unter Verwendung solcher Steine hergestelltes Verbundpflaster |
AT401075B (de) * | 1993-03-15 | 1996-06-25 | Ebenseer Betonwerke Gmbh | Verlegehilfe für steine |
DE9411147U1 (de) * | 1994-07-09 | 1994-09-22 | Ch Heinrich Gueltig Gmbh & Co | Pflasterstein, insbesondere für Schwerlastverkehr |
DE9418766U1 (de) * | 1994-11-23 | 1995-02-09 | Sievers Beton Gmbh U Co Kg | Pflaster-Formsteinsatz |
DE4447062A1 (de) * | 1994-12-29 | 1996-07-04 | Rampf Formen Gmbh | Mehrkammerform zur maschinellen Herstellung von Formkörpern aus Beton |
EP0752500A1 (fr) * | 1995-07-04 | 1997-01-08 | E. Schwenk Zementwerke KG | Dalle composite |
DE29510837U1 (de) * | 1995-07-04 | 1995-09-14 | Schwenk Zementwerke Kg E | Verbundplatte |
DE29602675U1 (de) * | 1996-02-15 | 1996-04-04 | Willeck Betonsteinwerk Gmbh | Formstein zur Flächenbefestigung von Bodenflächen |
DE29607105U1 (de) * | 1996-04-19 | 1996-07-18 | Ch Heinrich Gueltig Gmbh & Co | Kunststeinelement |
DE29615345U1 (de) * | 1996-09-03 | 1997-02-20 | Bkn Karl Boegl Gmbh & Co Baust | Bodenbelagelement für den Außenbereich, insbesondere aus Beton |
-
1997
- 1997-10-27 DE DE19747421A patent/DE19747421A1/de not_active Withdrawn
-
1998
- 1998-09-25 AU AU96283/98A patent/AU9628398A/en not_active Abandoned
- 1998-09-25 AT AT98950083T patent/ATE299542T1/de active
- 1998-09-25 EP EP98950083A patent/EP1027500B1/fr not_active Expired - Lifetime
- 1998-09-25 WO PCT/EP1998/006118 patent/WO1999022072A2/fr active IP Right Grant
- 1998-09-25 ES ES98950083T patent/ES2245045T3/es not_active Expired - Lifetime
- 1998-09-25 CA CA002307228A patent/CA2307228C/fr not_active Expired - Fee Related
- 1998-09-25 DK DK98950083T patent/DK1027500T3/da active
- 1998-09-25 DE DE59812925T patent/DE59812925D1/de not_active Expired - Lifetime
- 1998-09-25 US US09/530,199 patent/US6263633B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
CA2307228A1 (fr) | 1999-05-06 |
EP1027500A2 (fr) | 2000-08-16 |
CA2307228C (fr) | 2007-05-22 |
AU9628398A (en) | 1999-05-17 |
ES2245045T3 (es) | 2005-12-16 |
WO1999022072A2 (fr) | 1999-05-06 |
DE59812925D1 (de) | 2005-08-18 |
DK1027500T3 (da) | 2005-11-14 |
US6263633B1 (en) | 2001-07-24 |
WO1999022072A3 (fr) | 1999-07-15 |
ATE299542T1 (de) | 2005-07-15 |
DE19747421A1 (de) | 1999-04-29 |
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