EP0816564A2 - Renforcement pour aires de circulation avec des pavés ou des dalles - Google Patents

Renforcement pour aires de circulation avec des pavés ou des dalles Download PDF

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Publication number
EP0816564A2
EP0816564A2 EP97110743A EP97110743A EP0816564A2 EP 0816564 A2 EP0816564 A2 EP 0816564A2 EP 97110743 A EP97110743 A EP 97110743A EP 97110743 A EP97110743 A EP 97110743A EP 0816564 A2 EP0816564 A2 EP 0816564A2
Authority
EP
European Patent Office
Prior art keywords
stones
fastening according
support element
fittings
underside
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.)
Withdrawn
Application number
EP97110743A
Other languages
German (de)
English (en)
Other versions
EP0816564A3 (fr
Inventor
Günter Barth
Michael Schmitz
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.)
Bkn Karl Bogl & Co Baustoffwerke GmbH
Original Assignee
Bkn Karl Bogl & Co Baustoffwerke GmbH
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
Application filed by Bkn Karl Bogl & Co Baustoffwerke GmbH filed Critical Bkn Karl Bogl & Co Baustoffwerke GmbH
Publication of EP0816564A2 publication Critical patent/EP0816564A2/fr
Publication of EP0816564A3 publication Critical patent/EP0816564A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/005—Individual couplings or spacer elements for joining the prefabricated units
    • E01C5/006—Individual spacer elements
    • 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
    • E01C5/001—Pavings made of prefabricated single units on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements
    • 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 fastening of traffic areas outdoors with paving stones or slabs Artificial and / or natural stone material, these stones are laid in a bed of sand and / or grit. With such an attachment, the bed forms
  • Sand and / or grit - following is the simplicity for the sake of speaking only of a sand bed - the Stone base and is part of the superstructure, which is next to the stones from the leveled by leveling and compacted natural soil (soil) and one above arranged base or frost protection layer.
  • the pad constructed in this way provides firm support for the stones, especially those with special Stone design or corresponding dimensioning of the joints between the stones are also able is to drain off surface water.
  • This measure according to the invention has the effect that the stones against local pollution and the result caused tilting movements compared to the Find sand bed with practically rigid support at the same time a good derivation of the locally occurring Forces is connected.
  • the support element is provided with openings is, this can be easily shaken into the Incorporate sand bed so that the stones in the area the breakthroughs in the usual way through the sand bed stay supported. On the other hand, thanks to the Breakthroughs the desirable drainage of surface water not affected.
  • the measure according to the invention means use an additional component.
  • this is an easy-to-manufacture, flat structure, it can be on the prepared sand bed in front of the Spread the stones slightly.
  • the stones can now basically be used as simple, flat cuboid be formed, so that aesthetic Requirements in the area of heavily used areas be met permanently.
  • the stability obtained of the covering and the savings in repair costs achieved in this way compensate by far by the support element given additional effort.
  • the support element according to the invention can on the usual edge fastening be waived by curbs and the like, what to further increase profitability leads.
  • the support element as a support grid train because it is special in this form inexpensive to produce, for example, as a continuous material and also regarding the design of its lattice structure adapt to the size of the stones to be laid leaves. It is only important to ensure that this through adjacent openings formed grid of the grid at most the smallest size of the to be installed Paving stones corresponds.
  • the support element by itself intersecting, rod-shaped or ribbon-shaped profiles are formed, which expediently forming their crossing points are integrally connected with each other, i.e. the crossing points the surface level of the support element do not exceed.
  • the profiles are parallel at least two at a time are arranged to each other.
  • the support element can Steel, reinforced concrete, recycled plastic or other rot-proof material, where a recycled plastic is particularly preferred.
  • Such Support elements can then be in the form of mats spread out next to each other, including also the possibility with support elements made of plastic exists, this as continuous goods on a drum to wrap them around when you lay them in uninterrupted To be able to pull off webs.
  • the relative position between the support element and Stones are either chosen so that the stones at least in the area of the circumference of its underside the support element are in contact or that the stones with their underside at least at an intersection the profiles and the subsequent profile sections are in annex.
  • the relative position between the support element and Stones are either chosen so that the stones at least in the area of the circumference of its underside the support element are in contact or that the stones with their underside at least at an intersection the profiles and the subsequent profile sections are in annex.
  • the bottom of the Stones with recesses for partial engagement of the Supporting element is equipped.
  • the support element can also be on its top with fittings for engaging in corresponding recesses be provided on the underside of the stones.
  • the fittings of the type mentioned can be made in one piece with be connected to the support element, but it also exists the possibility that the fittings in corresponding Recesses of the support element can be inserted or on Profile sections of the support element are attachable. Here it is useful if the fittings with respect their plug-in position at least within limits on the support element are movable so that in this way minor correction of dimensional deviations of the stones is possible.
  • the height of the fittings this can make up part of the stone height.
  • the fittings up extend at least close to the top edge of the stones, so that they are used as a design element can.
  • Corresponding parts can also be formed by the fittings Recesses of individual or neighboring Stones be filled.
  • fittings as a design Element of the covering, it is now possible for the fittings different material than for to use the supporting elements, for example metal, to give the surface a certain character to rent.
  • the supporting elements on their underside be provided with spike-like extensions or the fittings protrude the bottom. This means that Possibility of supporting elements in the sand bed and possibly even to anchor in the base layer in order to thus further to the positional stability of the stone covering to contribute.
  • the support elements are form-fitting, by clamp-shaped Parts, by gluing or welding together are connected. It will be an unintentional one mutual displacement during the laying work prevented and it becomes the covering in its entirety still stabilized.
  • Figure 1 shows a grid-shaped support element 1 from over Cross-arranged bands 2, 3.
  • the support element 1 can for example from recycled plastic as an endless material be made from which the required mats can be easily cut off.
  • the support element 1 is in cooperation designed with the flat extension of the stones 4 and dimensioned that the stones over their circumference Bands 2, 3 are supported and also with their rest Place the underside on a ribbon cross.
  • the Dimensioning of bands 2, 3 selected so that they are sufficient Ensure support for the stones 4 and in the present case also stones lying side by side with their neighboring edges on a common one Section of the bands 2, 3 can rest.
  • the tapes can ensure this, for example have a thickness of 3 mm and a width of 20 mm.
  • Figure 2 shows a lattice-shaped support element 6 from itself crossing bars 7, 8.
  • This support element can also made of recycled plastic. However, it can also be designed as a steel mat.
  • Figure 3 shows a support element 12, which is a mixed form from those illustrated in Figures 1 and 2 Represents support elements.
  • bands 13 in regular Distance parallel to each other and become perpendicular crossed by also parallel to each other arranged rods 14.
  • the rods 14 can go up protrude beyond the level of the tapes 13 and it can matching channels 15 on the underside of the Stones 16 can be assigned so that even in this case the stones 16 form-fitting with the support member 12 in Are intervention.
  • the lattice structure of the support element 12 be so fine that the bottom of the stones 16 is supported over several bands 13 and rods 14.
  • Figure 4 shows a modification with the support member 17 of the support element 1 according to Figure 1 in that Crossing points on the tapes 2, 3 fittings 18 with rectangular horizontal cross section arranged in this way are that the stones 4 each in the visible manner between opposing fittings 18 sit. In this way too, there is a positive connection between the stones 4 and the support member 17.
  • the fittings ensure a defined and under Traffic constant joint 19 and thus avoid harmful edge pressure of the stones.
  • By dimensioning the fittings 18 can also the width of the given joint 19 between adjacent stones become so z. B. a drainage for water seepage to obtain.
  • the shaped pieces 18 Perpendicular to the respective side surface of the stones 4 of course, the shaped pieces 18 have a thickness, which is less than the width of the bands 2, 3, so enough bandwidth to rest stones 4 along the scope remains.
  • the fittings 18 are in the case shown firmly connected to the support element 17, which is easy with its serial production can happen automatically.
  • Figure 5 shows a modification of the subject 4, a support member 20 with each other parallel pairs of bars 7, 8, in their Intermediate shaped pieces 21 formed on their underside, Rectangular pins inserted in cross section are.
  • the fittings can be attached when laying and give, as can be seen from FIG. 5, the possibility to click on the laying pattern of the stones 22 To influence.
  • the stones can be smooth Have underside since you through the fittings 21 positioned at a predetermined mutual distance are.
  • Figure 6 shows a modification with the support member 23 of the support element according to Figure 1 in that now on the underside at crossing points of the bands 2, 3 mandrel-like extensions 24 are provided, which the additional anchoring of the support element 23 in the sand bed or even serve in the base layer.
  • FIG. 7 shows the construction according to FIG. 2 disc-shaped fittings 25, which on the rods 7, 8th are plugged over a recess 26 so that they the mutual distance between adjacent stones 9 and Stones at the same time in addition to their positive locking fix the support element 6 over the stone profiling 11.
  • the shaped pieces 25 are on the bars 7, 8 movable, so that 9 dimensional tolerances when laying the stones be balanced. At the same time they care Fittings 25 for fixing the support element in Sand.
  • FIG. 8 again shows the embodiment 1, a support element 1 with laid thereon Stones 34, which have recesses at their corners 35 with corresponding fittings 36 are engaged.
  • the fittings have the Shape open, cube-shaped hollow body that either be integrally connected to the support element 1 can or also in not shown Inserted into openings in the bands 2, 3 could be.
  • FIG. 9 shows the example of a support element 1 according to Figure 1, the mutual positive Connection of supporting elements laid next to each other. For this are with respect to the adjacent edges 27, 28 adjacent supporting elements 1 with an edge 28 T-shaped lugs 29 and the other edge 27 with this matching recesses 30 provided. The same principle is realized with the help of fittings 32, 33 which in this case also serve to form joints.
  • Brackets 31 may be given in this case must be designed so that you don't go up over the surface formed by the support elements 1 survive.
  • edges 27 and 28 can also be done by other methods, e.g. B. gluing or thermal treatment with each other be connected.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Signs Or Road Markings (AREA)
EP97110743A 1996-07-05 1997-07-01 Renforcement pour aires de circulation avec des pavés ou des dalles Withdrawn EP0816564A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19627087 1996-07-05
DE19627087 1996-07-05

Publications (2)

Publication Number Publication Date
EP0816564A2 true EP0816564A2 (fr) 1998-01-07
EP0816564A3 EP0816564A3 (fr) 1998-06-10

Family

ID=7799013

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97110743A Withdrawn EP0816564A3 (fr) 1996-07-05 1997-07-01 Renforcement pour aires de circulation avec des pavés ou des dalles

Country Status (6)

Country Link
US (1) US6171015B1 (fr)
EP (1) EP0816564A3 (fr)
JP (1) JPH1088505A (fr)
AU (1) AU2848897A (fr)
CA (1) CA2209787A1 (fr)
DE (1) DE29710241U1 (fr)

Cited By (4)

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EP1431458A3 (fr) * 2002-12-16 2005-03-16 Petec Société Anonyme Dispositif de fixation de la structure d'un pavement composé de dalles
WO2007042163A1 (fr) * 2005-10-12 2007-04-19 Sf-Kooperation Gmbh Beton-Konzepte Brique moulee permettant de realiser des revetements de sol et revetement de sol correspondant
CN103938524A (zh) * 2014-04-30 2014-07-23 肖桂芬 组装式专用人行街和该人行街的铺装方法及人行街的设计方法
EP2789738A1 (fr) * 2013-04-12 2014-10-15 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Procédé de fabrication d'un pavage et pavage ainsi fabriqué, utilisation d'un grille pour fixation de pavés et grille métallique

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JP6673650B2 (ja) * 2015-06-26 2020-03-25 太平洋プレコン工業株式会社 舗装方法および舗装構造
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1431458A3 (fr) * 2002-12-16 2005-03-16 Petec Société Anonyme Dispositif de fixation de la structure d'un pavement composé de dalles
DE10258591B4 (de) * 2002-12-16 2010-03-04 Petec S.A. Vorrichtung zum Festigen der Struktur eines Platten bestehenden Pflasters
WO2007042163A1 (fr) * 2005-10-12 2007-04-19 Sf-Kooperation Gmbh Beton-Konzepte Brique moulee permettant de realiser des revetements de sol et revetement de sol correspondant
EP2789738A1 (fr) * 2013-04-12 2014-10-15 AVI Alpenländische Veredelungs-Industrie Gesellschaft m.b.H. Procédé de fabrication d'un pavage et pavage ainsi fabriqué, utilisation d'un grille pour fixation de pavés et grille métallique
CN103938524A (zh) * 2014-04-30 2014-07-23 肖桂芬 组装式专用人行街和该人行街的铺装方法及人行街的设计方法
CN103938524B (zh) * 2014-04-30 2015-06-03 肖桂芬 组装式专用人行街和该人行街的设计与铺装方法

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CA2209787A1 (fr) 1998-01-05
AU2848897A (en) 1998-01-15
US6171015B1 (en) 2001-01-09
JPH1088505A (ja) 1998-04-07
DE29710241U1 (de) 1997-08-14
EP0816564A3 (fr) 1998-06-10

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