EP0615566B1 - Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben - Google Patents

Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben Download PDF

Info

Publication number
EP0615566B1
EP0615566B1 EP92923755A EP92923755A EP0615566B1 EP 0615566 B1 EP0615566 B1 EP 0615566B1 EP 92923755 A EP92923755 A EP 92923755A EP 92923755 A EP92923755 A EP 92923755A EP 0615566 B1 EP0615566 B1 EP 0615566B1
Authority
EP
European Patent Office
Prior art keywords
flask
concrete
holding grid
paving
bottom part
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
Application number
EP92923755A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0615566A1 (de
Inventor
Gerhard Hagenah
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SF Kooperation GmbH Beton Konzepte
Original Assignee
SF Kooperation GmbH Beton Konzepte
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6445437&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0615566(B1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by SF Kooperation GmbH Beton Konzepte filed Critical SF Kooperation GmbH Beton Konzepte
Publication of EP0615566A1 publication Critical patent/EP0615566A1/de
Application granted granted Critical
Publication of EP0615566B1 publication Critical patent/EP0615566B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E01C5/08—Reinforced units with steel frames
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0012—Producing brick netting
    • 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
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
    • 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
    • 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
    • E01C2201/16—Elements joined together
    • E01C2201/167—Elements joined together by reinforcement or mesh

Definitions

  • the invention relates to a paving stone set for lawn paving, according to the preamble of claim 1. Furthermore, the invention relates to an apparatus and a method for producing such paving stone inserts according to the preamble of claims 2 and 8.
  • Pavement ceilings that allow vegetal growth within joints between the paving stones are becoming increasingly important.
  • the paving stones In order to ensure the resilience of the so-called lawn paving slabs by stationary and - to a limited extent - by rolling traffic, the paving stones must be secured against displacement.
  • spacers have so far been arranged in the joints, by means of which the adjacent paving stones are supported against one another.
  • the paving stones In the lawn paving according to EP-A-259 735, the paving stones are supported against one another by spacers which rot in the ground after a certain time.
  • articulated concrete joint plates consist of concrete blocks connected in series by reinforcement.
  • the rows of concrete blocks are laid so that other rows of concrete blocks can be inserted in gaps, so that an articulated plate effect is achieved.
  • Such paving stone inserts are complex to lay, because the paving stones of one row must be inserted into matching gaps in a formation formed from other rows of paving stones.
  • the manufacture of such paving stone units is complex.
  • the invention has for its object to propose measures for the design of a lawn paving slab and its manufacture, which represent a simplification compared to the previous solutions and also ensure a simple way of securing the paving stones of the built-in paving slab in the long term.
  • the paving stone set according to the invention is characterized in that the concrete paving stones are connected to one another exclusively by the holding grid, the holding grid consists of tensile and rot-proof, elastic material, the holding grid is exposed in the area of the longitudinal joints and transverse joints, the holding grid only in the area of the concrete paving stones is completely embedded in it, the holding grille is embedded in it at a distance from an underside of the concrete paving stones, which corresponds to a quarter to one third of the total height of a concrete paving stone, the distance between the longitudinal strands and transverse strands of the Holding grid each 2 cm to 5 cm, preferably about 3 cm.
  • a paving stone set consists of a group of paving stones made at the same time, which are connected to one another during manufacture by a retaining grid embedded in the concrete.
  • the holding grid consists of longitudinal strands and transverse strands that can absorb tensile loads.
  • the paving stones of the lawn paving are therefore secured by organs with tensile loads with regard to their relative position to one another. In the area of the longitudinal joints and transverse joints there are no further connecting or supporting elements for the paving stones.
  • the holding grid is designed so that the plant growth in the otherwise free longitudinal joints and transverse joints is not affected.
  • the distances between the longitudinal strands and transverse strands are also selected according to the invention such that the fresh concrete can pass through openings or meshes of the retaining grid during the manufacture of the paving stones.
  • the distance between the strands for this purpose is 2 cm to 5 cm, preferably about 3 cm.
  • the holding grid is completely embedded in concrete, with sufficient concrete coverage.
  • the holding grid preferably extends at a distance from an underside of the paving stones, which corresponds to approximately one third of the height thereof.
  • This arrangement of the holding grid requires special measures in the manufacture of the paving stone inserts.
  • Manufacturing is to take place industrially in a conventional stone molding machine.
  • This is known in principle Concrete mold equipped. This includes a base board on which the concrete blocks are shaped and stored until they have hardened completely. Furthermore, a frame-like molding box with mold nests bounded by longitudinal walls and transverse walls, open at the top and bottom, belongs to the concrete mold. Finally, pressure stamps are provided which enter the mold cavities from above to compact the concrete.
  • the concrete mold usually includes a drawing plate, which is arranged between the molding box and the underlay board.
  • a concrete mold designed in this way is equipped, according to the invention, with a mold box divided in height, namely in a plane running at a distance from the base (underlay board), which mold box accordingly consists of an upper mold box and a lower mold box.
  • the two part mold boxes together form the mold nests.
  • the holding grid is arranged between the partial mold boxes and is clamped or fixed between them.
  • the lower subframe is designed in a special way, namely in such a way that after the concrete blocks of a paving stone set have been produced, the lower subform box can be pulled out of the area of the concrete mold in a certain direction.
  • the lower part of the molding box therefore has transverse walls which run exclusively in the transverse direction or in the direction of the pulling movement.
  • the exemplary embodiments shown in the drawings relate, on the one hand, to a paving stone set as a laying unit for lawn paving.
  • a device for the production of such paving stone inserts are shown.
  • the concrete form is also suitable for the production of paving stone inserts that are not necessarily used as part of a lawn paving.
  • the paving stone set according to FIGS. 1 to 3 consists of (concrete) paving stones 10 arranged in longitudinal and transverse rows with a square outline.
  • the high of Paving stones 10 corresponds to the usual height of such paving stones in accordance with the expected load.
  • the paving stones 10 belonging to a laying unit or a paving stone set are connected to one another by resilient members which can be subjected to tensile loads, namely by a continuous holding grid 11.
  • This consists of longitudinal strands 12 and transverse strands 13.
  • the longitudinal strands 12 and transverse strands 13 are in the region of nodes 14 with one another connected.
  • the holding grid 11 thus formed consists of a suitable plastic, e.g. Polyester.
  • Such holding grids 11 can be continuously produced in corresponding continuous casting machines.
  • the material is weatherproof and durable against tensile loads.
  • the holding grid 11 is completely embedded in the concrete of the paving stones 10, namely with a sufficient distance from the underside 15 of the paving stones 10.
  • the holding grid 11 is at a distance from the underside 15 which is approximately one third of the height of the paving stone 10 corresponds.
  • the paving stones 10 For the use of a paving stone set designed in this way (FIG. 1) for lawn paving ceilings, the paving stones 10 have large distances from one another which are fixed by the retaining grid 11. This results in wide longitudinal joints 16 and equally wide transverse joints 17 between the paving stones 10 arranged in rows.
  • the longitudinal joints 16 and transverse joints 17 have a width of 4 cm to 5 cm.
  • the retaining grid 11 is completely exposed within these longitudinal joints 16 and transverse joints 17. Spacers or connecting bars are not available. Due to the spacing of the longitudinal strands 12 and transverse strands 13 from one another, openings 18 or meshes of the holding grid 11 result which ensure unimpeded plant growth in the region of the longitudinal joints 16 and transverse joints 17.
  • the distance between the longitudinal strands 12 and transverse strands 13 from each other here is approximately 3 cm.
  • the laying units or paving stone inserts designed in the manner described are produced in a conventional stone molding machine with the aid of concrete molds which have certain modifications compared to the conventional concrete molds.
  • a concrete mold usually consists of a molding box 19. This consists of an outer frame 20 with longitudinal spars 21, 22 and transverse spars 23, 24. Longitudinal walls 25 and transverse walls 26 run within this frame 20. Mold cavities 27 are delimited by these, in which the paving stones 10 be shaped.
  • the frame 20 which is open at the top and bottom, stands on a support, a support board 28. This can form the lower end of the concrete form.
  • the finished paving stones rest on the underlay board 28 until they have fully set.
  • a drawing plate 29 is provided as the lower end of the molding box 19.
  • the drawing plate 29 is accordingly located between the molding box 19 and the underlay board 28.
  • the molding box 19 is divided along an (imaginary) horizontal division plane 33. This creates an upper mold box 34 and a lower mold box 35. Both together make up the entire mold box 19th
  • the holding grid 11 extends in the area of the dividing plane 33. This is brought into position before the concrete is poured in.
  • the fresh concrete filled into the open mold nests 27 from above passes through the openings 18 or meshes of the holding grid 11, so that the mold box 19 or each mold cavity 27 is filled with concrete in full.
  • the holding grid 11 is clamped or fixed between the partial mold boxes 34 and 35.
  • the holding grid 11 is clamped only on three sides between the partial mold boxes 34, 35, namely in the region of the longitudinal spar 22 and the transverse spars 23, 24.
  • the lower mold box 35 is designed so that the paving stones 10 can be demoulded essentially according to the usual principle. For this purpose, after the paving stones 10 have been formed in the individual mold nests 27, the lower mold box 35 is first removed. This is pulled out of the area of the concrete form in the horizontal direction according to arrow 30. In order to make this possible, the lower part molding box 35 consists of the lower part of the longitudinal spar 22 of the (divided) frame 20 lying forward in the pulling direction according to arrow 30. This is followed by transverse walls 26 or lower parts of these transverse walls 26 extending in the direction of the drawing movement. The lower mold box 35 accordingly has no longitudinal walls 25.
  • Corresponding, elongated, strip-shaped cavities 41 are formed in this area below the longitudinal walls 25 of the upper partial molding box 34. Some concrete enters this during the manufacture of the paving stones 10, so that the finished paving stones 10 of a paving stone set have 16 ridges 36 adjacent to the underside 15 in the area of the longitudinal joints. These burrs 36 can be removed by post-processing. Since it is the cross section the longitudinal joints 16 only insignificantly reduce, but they can also remain on the paving stones 10.
  • the demolding can take place in the usual manner.
  • the pressure stamps 31 remain in the pressure position according to FIG. 7.
  • the upper part molding box 34 is moved upwards into a position according to FIG. 8. Then the pressure stamps 31 are lifted. Now the underlay board 28 with the paving stones 10 and the holding grid 11 embedded in them can be be transported away.
  • the lower part molding box 35 is connected to the drawing plate 29.
  • the lower parts of the transverse walls 26 are arranged as elongated upstands on the drawing plate 29.
  • Push rods 37 are attached to this on one side, which enable the drawing plate 29 to be moved back and forth via a suitable actuating member (pressure medium cylinder). With the drawing plate 29, the lower part molding box 35 is pulled out of the area of the concrete mold or inserted into it.
  • the holding grid 11 which essentially corresponds to the size of a set of paving stones, is pulled off in sections from a roll (not shown). After a corresponding section of the holding grid 11 has been introduced into the concrete mold, the required piece is cut off.
  • a cutting edge 38 is attached to the upper part molding box 34, namely to the longitudinal spar 22 lying forward in the pulling direction, which causes the separating cut when the part molding box 34 is lowered.
  • the cutting edge 38 can also be arranged at a distance from the area of the molding box 19, the retaining grid 11 being separated from the longitudinal spar 22 of the lower partial molding box 35 so as to protrude.
  • the cutting edge 38 is assigned a lower fixed counter knife, so that when the molding box 19 is closed the holding grid 11 is severed and the longitudinal bars 22 of the upper part molding box 34 and of the lower part molding box 35 lie directly against one another and can thus clamp the holding grid 11.
  • the holding grid 11 is further brought into position within the molding box 19 by the lower part molding box 35 or by the drawing plate 29.
  • the respectively free, front edge of the holding grid 11 is fixed to a free edge of the drawing plate 29 or of the lower partial molding box 35, e.g. on hook-shaped holding members 39.
  • the holding grid 11 is transported from the roll into the concrete mold while being unwound (FIG. 8). Then the upper mold box 34 is lowered. The concrete is then poured into the mold cavities 27 which are open at the top. The pressure rams 31 are then lowered. The concrete is then compacted by a vibrating table 40 on which the concrete mold rests.
  • the drawing plate 29 is first pulled back in the manner described, with the lower part-molding box 35, then the upper part-molding box 34 is moved upward and then the pressure stamp is raised.
  • the upper part molding box 34 is designed such that the transverse walls 26 do not rest on the corresponding transverse walls 26 of the lower part molding box 35. Rather, the upper part of the molding box 34 is supported directly on the support board 28 or on the drawing plate 29 by the longitudinal spar 21 located in the direction of pull. Furthermore, the cross bars 23, 24 of the upper part molding box 34 rest on the corresponding cross bars 23, 24 of the lower part molding box 35. The longitudinal spar 22 of the upper part molding box 34 lying forward in the drawing direction also rests on the longitudinal bar 22 of the lower part molding box 35.
  • a laying machine according to DE-A-34 11 350 has a head for gripping a set of paving stones.
  • the head consists of two transverse jaws that compress the paving stones 10 during the laying process.
  • the head is provided with spacers which engage in the longitudinal joints 16 and fix the paving stones 10 at appropriate distances from one another during the laying.
  • the concrete form described is also suitable for the production of paving stone inserts or laying units which are not intended for lawn paving slabs, but nevertheless have a completely embedded holding grille. In this case, the joints are smaller or narrower.

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Road Paving Machines (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Encapsulation Of And Coatings For Semiconductor Or Solid State Devices (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
EP92923755A 1991-11-23 1992-11-20 Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben Expired - Lifetime EP0615566B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4138564A DE4138564A1 (de) 1991-11-23 1991-11-23 Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben
DE4138564 1991-11-23
PCT/EP1992/002670 WO1993010310A1 (de) 1991-11-23 1992-11-20 Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben

Publications (2)

Publication Number Publication Date
EP0615566A1 EP0615566A1 (de) 1994-09-21
EP0615566B1 true EP0615566B1 (de) 1996-09-11

Family

ID=6445437

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92923755A Expired - Lifetime EP0615566B1 (de) 1991-11-23 1992-11-20 Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben

Country Status (11)

Country Link
US (2) US5486066A (sv)
EP (1) EP0615566B1 (sv)
JP (1) JPH08502697A (sv)
AT (1) ATE142728T1 (sv)
AU (1) AU669678B2 (sv)
CA (1) CA2124078C (sv)
DE (2) DE4138564A1 (sv)
DK (1) DK0615566T3 (sv)
FI (1) FI942353A0 (sv)
NO (1) NO941926D0 (sv)
WO (1) WO1993010310A1 (sv)

Families Citing this family (47)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2176221T3 (es) * 1993-11-17 2002-12-01 Carpetstones B V Metodo para la fabricacion de un molde elastico para la formacion de elementos de revestimiento de suelo.
FR2732701B1 (fr) * 1995-04-05 2000-06-30 Chatelet Andre Dalles decoratives a elements moules preappareilles sur trame et procede de mise en oeuvre
IES990270A2 (en) * 1998-04-02 2000-09-06 Shapes & Solutions Ltd A paving assembly
DE19903149A1 (de) * 1999-01-27 2000-08-24 Karl Kampka Herstellungsverfahren für eine wasserdurchlässige Verkehrsfläche und derartige Verkehrsfläche
JP3270431B2 (ja) * 1999-08-05 2002-04-02 株式会社ユニソン 連結ブロックの製造方法及び連結ブロックの製造装置
AU716169C (en) * 1999-10-22 2002-08-29 John Francis Tindale Paving system
US6709192B2 (en) * 2000-09-05 2004-03-23 The Fort Miller Group, Inc. Method of forming, installing and a system for attaching a pre-fabricated pavement slab to a subbase and the pre-fabricated pavement slab so formed
DK173970B1 (da) * 2000-11-27 2002-03-18 Knud Anker Rasmussen belaegning af elementer med stoebte belaegningssten, og form og fremgangsmade til fremstilling af et sadant element
CA2365568A1 (en) * 2001-12-18 2003-06-18 Gaetan Jalbert Ground covering with elements connected with a control joint and method for making the same
GB2367086B (en) * 2002-01-19 2002-09-04 Peter Paul Miller Block paving and edging former
US7163352B2 (en) 2002-08-15 2007-01-16 Bescal, Inc. Utilities access closure
US6881463B2 (en) * 2003-03-24 2005-04-19 Riccobene Designs Llc Irregular, rotational tessellation surface covering units and surface covering
US7393155B2 (en) * 2003-03-24 2008-07-01 Riccobene Designs Llc Irregular tessellated building units
US8298641B2 (en) 2003-03-24 2012-10-30 Keystone Retaining Wall Systems, Inc. Irregular tessellated building units
US7637688B2 (en) * 2003-09-18 2009-12-29 Riccobene Design Llc Irregular, tessellated building units
US7633955B1 (en) 2004-02-13 2009-12-15 Habanero Holdings, Inc. SCSI transport for fabric-backplane enterprise servers
US7843906B1 (en) 2004-02-13 2010-11-30 Habanero Holdings, Inc. Storage gateway initiator 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
PL1812647T3 (pl) 2004-10-25 2014-09-30 Oldcastle Building Prod Canada Sztuczna płyta kamienna do uzyskiwania powierzchni o naturalnym, nieregularnym wyglądzie
CA2691873C (en) 2007-09-26 2015-07-14 Oldcastle Building Products Canada Inc. A covering unit
US20090136296A1 (en) * 2007-11-27 2009-05-28 Etrem Usdenski Method for assembling cobblestones into mats and device for carrying out thereof
US8413397B2 (en) 2008-05-21 2013-04-09 Oldcastle Building Products Canada Inc. Artificial stone
CA2678960A1 (en) * 2009-04-16 2010-10-16 Greenpath Eco Group Inc. Paving stone device and method
US8469628B2 (en) 2009-06-29 2013-06-25 J.S. Land Management Corporation Utilities access closure
US8336274B2 (en) 2010-10-20 2012-12-25 Keystone Retaining Wall Systems Llc Irregular building units having mating sides
JP5913910B2 (ja) * 2011-04-26 2016-04-27 国際計測器株式会社 直動アクチュエータ及び加振装置
WO2013188971A1 (en) 2012-06-18 2013-12-27 Oldcastle Building Products Canada Inc. Dual-unit paving system
USD695915S1 (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
USD695920S1 (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
USD695917S1 (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
USD695916S1 (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
WO2015049396A1 (es) * 2013-10-03 2015-04-09 Innovacions Tecnologiques, S.A. - I.T.S.A. Sistema y método para la fabricación de recubrimientos modulares
US9260824B1 (en) 2014-09-11 2016-02-16 Cristian Aciu Packages and methods for packaging and for laying paving elements
CN105735082B (zh) * 2016-04-17 2018-06-26 吴在祥 透水种植模框及多功能透水路面结构体系及其铺装方法
WO2018208716A1 (en) 2017-05-10 2018-11-15 Riccobene Designs Llc Articulating composite surface covering mat and method of making
US10947693B2 (en) 2018-03-30 2021-03-16 Oldcastle Infrastructure, Inc. Reinforced lid for subgrade enclosures
USD896995S1 (en) 2018-05-08 2020-09-22 Riccobene Designs Llc Set of pavers
US11731313B2 (en) 2019-07-17 2023-08-22 John M. Scales Articulable erosion control mattress, manufacturing system, mattress rolling system, and methods
USD951485S1 (en) 2020-04-02 2022-05-10 Riccobene Designs Llc Set of pavers
FR3125830A1 (fr) * 2021-07-30 2023-02-03 Solid Studio Procédé et système de fabrication d’un revêtement d’aspect configurable et revêtement obtenu par la mise en œuvre desdits procédé et système
AT18189U1 (de) * 2022-10-10 2024-04-15 Josef Kuettel Immobilien Beteiligung Ag Betonelemente-System für die Befestigung von Gebirgsstraßen, -wegen, -steigen oder -pfaden

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE150772C (sv) *
US1592591A (en) * 1925-05-29 1926-07-13 Amele James Apparatus for and method of making stucco-brick slabs
NL6803753A (sv) * 1968-03-15 1969-09-17
DE7206680U (de) * 1972-02-23 1972-09-14 Keller H Durch Faden verbundene Beton Pflaster steine
CH606618A5 (sv) * 1976-12-01 1978-11-15 Bruno Soland
US4098562A (en) * 1976-12-14 1978-07-04 Energy Conservation Techniques Inc. Reinforced concrete block making machine
US4168924A (en) * 1977-07-28 1979-09-25 Phillips Petroleum Company Plastic reinforcement of concrete
DE2812753A1 (de) * 1978-03-23 1979-10-04 Sf Vollverbundstein Verlegeeinheit aus beton-pflastersteinen
DD150772A1 (de) * 1980-04-21 1981-09-16 Wolfgang Plitzner Betonpflastermatten
DE3038843A1 (de) * 1980-10-15 1982-05-27 E.A.H. Naue Kg, 4992 Espelkamp Vorrichtung zum herstellen von deckwerkselementen fuer den wasserbau
DE3200184A1 (de) * 1982-01-07 1983-07-14 Heinz 2120 Lüneburg Krebber "zusammengefuegte, kleinteilig gegliederte betongelenkplatten".
DE3630417A1 (de) * 1986-09-06 1988-03-17 Sf Vollverbundstein Erdreichabdeckung aus (beton-)formsteinen

Also Published As

Publication number Publication date
US5588775A (en) 1996-12-31
DE4138564A1 (de) 1993-05-27
FI942353A (sv) 1994-05-20
WO1993010310A1 (de) 1993-05-27
JPH08502697A (ja) 1996-03-26
US5486066A (en) 1996-01-23
AU2944192A (en) 1993-06-15
DE59207142D1 (de) 1996-10-17
CA2124078C (en) 1998-11-24
NO941926L (no) 1994-05-24
CA2124078A1 (en) 1993-05-27
AU669678B2 (en) 1996-06-20
DK0615566T3 (sv) 1997-02-24
FI942353A0 (sv) 1994-05-20
NO941926D0 (no) 1994-05-24
ATE142728T1 (de) 1996-09-15
EP0615566A1 (de) 1994-09-21

Similar Documents

Publication Publication Date Title
EP0615566B1 (de) Pflastersteinsatz sowie verfahren und vorrichtung zum herstellen desselben
DE2948303C2 (sv)
DE4402281A1 (de) Verfahren und Vorrichtung zum Herstellen von Beton-Pflastersteinen
EP0294326A1 (de) Vorrichtung zur Herstellung von Formsteinen
DE4333942A1 (de) Bausatz aus Beton-Formsteinen sowie eine Vorrichtung zur Herstellung derselben
DE3507226C2 (sv)
DE2900314A1 (de) Verfahren und vorrichtung zum formen und zum mechanischen oder halbmechanischen setzen von pflastersteinen oder modulierten fliesen aus beton oder anderen werkstoffen
WO2002051603A2 (de) Verfahren zum herstellen von formsteinen, vorrichtung und formsteinreihe
DE2818515A1 (de) Vorrichtung zur automatischen fertigung von bausteinen aus beton
DE2401303A1 (de) Pflasterstein, insbesondere aus beton
DE69103638T2 (de) Vorrichtung zum herstellen von vorgespannten stahlbetoneisenbahnschwellen und mit dieser vorrichtung hergestelle eisenbahnschwellen.
DE3038871A1 (de) Formmaschine fuer betonfertigplatten
EP0316653A2 (de) Beton-Palisade sowie Verfahren und Vorrichtung zum Herstellen derselben
EP0719622B1 (de) Mehrkammerform zur maschinellen Herstellung von Formkörpern aus Beton
EP0139215B1 (de) Schalung mit beweglichen Teilen für Beton-Fertigteile
DE19519617A1 (de) Vorrichtung und Verfahren zur Herstellung von Spannbeton-Eisenbahnschwellen
DE6610213U (de) Form zur herstellung von baukoerpern, insbesondere platten aus beton oder aehnlichem material.
DE1134618B (de) Verfahren und Vorrichtung zum Herstellen von Bloecken aus Leichtbeton
DE2322139C3 (de) Batterieform und Verfahren zum Herstellen von Betonplatten
EP0778112B1 (de) Verfahren zur Herstellung von Mauerelementen
AT227136B (de) Vorrichtung zum Herstellen von Blöcken aus Leichtbeton
WO2004035280A1 (de) Vorrichtung zum herstellen von betonformlingen mit aufgerauter oberfläche und betonformling
DE2250641A1 (de) Vorrichtung zur verwendung bei der herstellung von gegenstaenden aus beton mit durchgehenden kanaelen oder durchbruechen
DE897966C (de) Vorrichtung zum Formen von Baukoerpern
DE19901605C2 (de) Verfahren zur Herstellung von Betonpalisaden

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19940420

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK FR GB IE IT LI LU NL SE

17Q First examination report despatched

Effective date: 19950222

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE DK FR GB IE IT LI LU NL SE

REF Corresponds to:

Ref document number: 142728

Country of ref document: AT

Date of ref document: 19960915

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER & PEDRAZZINI AG

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19960913

REF Corresponds to:

Ref document number: 59207142

Country of ref document: DE

Date of ref document: 19961017

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: 69810

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19961111

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19961114

Year of fee payment: 5

ITF It: translation for a ep patent filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19961118

Year of fee payment: 5

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19961128

Year of fee payment: 5

Ref country code: IE

Payment date: 19961128

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19961130

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19961206

Year of fee payment: 5

ET Fr: translation filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19970116

Year of fee payment: 5

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

PLBQ Unpublished change to opponent data

Free format text: ORIGINAL CODE: EPIDOS OPPO

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

26 Opposition filed

Opponent name: BOEVE, JAN ANTONIE

Effective date: 19970610

NLR1 Nl: opposition has been filed with the epo

Opponent name: BOEVE, JAN ANTONIE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19971120

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19971120

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19971121

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19971130

Ref country code: FR

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19971130

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19971130

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19971130

PLBF Reply of patent proprietor to notice(s) of opposition

Free format text: ORIGINAL CODE: EPIDOS OBSO

BERE Be: lapsed

Owner name: SF-KOOPERATION G.M.B.H. BETON-KONZEPTE

Effective date: 19971130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980601

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

EUG Se: european patent has lapsed

Ref document number: 92923755.0

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 19980601

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PLBO Opposition rejected

Free format text: ORIGINAL CODE: EPIDOS REJO

PLBN Opposition rejected

Free format text: ORIGINAL CODE: 0009273

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: OPPOSITION REJECTED

27O Opposition rejected

Effective date: 19990427

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 20011113

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20011121

Year of fee payment: 10

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20021120

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20021231

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

GBPC Gb: european patent ceased through non-payment of renewal fee
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20051120

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20081127

Year of fee payment: 17

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20100601