EP1319752B1 - Verfahren zur Herstellung von Strassenbelag - Google Patents

Verfahren zur Herstellung von Strassenbelag

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Publication number
EP1319752B1
EP1319752B1 EP02364044A EP02364044A EP1319752B1 EP 1319752 B1 EP1319752 B1 EP 1319752B1 EP 02364044 A EP02364044 A EP 02364044A EP 02364044 A EP02364044 A EP 02364044A EP 1319752 B1 EP1319752 B1 EP 1319752B1
Authority
EP
European Patent Office
Prior art keywords
paving
elements
fact
paving elements
base layer
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
EP02364044A
Other languages
English (en)
French (fr)
Other versions
EP1319752A1 (de
Inventor
Joel Orhan
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.)
ASPO
Original Assignee
ASPO
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Filing date
Publication date
Application filed by ASPO filed Critical ASPO
Publication of EP1319752A1 publication Critical patent/EP1319752A1/de
Application granted granted Critical
Publication of EP1319752B1 publication Critical patent/EP1319752B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01C5/003—Pavings made of prefabricated single units characterised by material or composition used for beds or joints; characterised by the way of laying
    • 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 present invention relates to a road paving and a method of making such a pavement.
  • road network is understood to mean a public space located on the outside, on which vehicles and / or pedestrians are made to move. This includes roadways, sidewalks and squares.
  • base layer used hereinafter denotes in road technique the layer of materials, treated or not with a binder, located under a surface layer (also called the wearing course when it supports a circulation of vehicles). As will be seen below, in the context of the present process, the old wearing course can be used as a base layer.
  • So-called soft or semi-rigid pavements are the most common in France. They are characterized by the fact that their base layer is not perfectly rigid.
  • This type of pavement works mechanically like a series of superimposed mattresses which gradually distribute on the underlying layers, attenuating them, the constraints of weight and rolling, until the natural ground which receives only a constraint compatible with its lift.
  • the slab effect thus produced is not very compatible with aggressive circulation and the properties of the materials used which, in general, have a very good resistance to compression, but very poorly withstand the flexion (cement concrete, natural stone, brick, etc.).
  • the second technique is that of so-called rigid pavement.
  • Their base layer is made of cement concrete or includes a layer of such material. This base layer is stressed in bending and must therefore be very thick and / or reinforced, because the concrete, although it resists compression, has very poor flexural performance. This mass of concrete built in situ implies that many joints, expansion, construction, and bending shrinkage are arranged.
  • the ratio of the surface area of the coating elements / thickness of these elements is essential.
  • the thickness should be equal to the square root of the surface, when the traffic is very aggressive, the pavement very flexible, and the life without maintenance, desired for the pavement, very long.
  • DE-A-4 208 853 discloses a technique which consists of sticking with a resin-based glue, on a rigid or flexible base layer, pavers with a thickness of between 2 and 3 cm.
  • the joints between blocks are filled with an epoxy mortar, giving the whole a monolithic character in the horizontal direction.
  • Such a monolithic tessellation, of large surface area and of small thickness, is poorly resistant to bending and is therefore quite unsuitable for semi-rigid pavements.
  • the purpose of the present invention is to propose a road pavement and a method of making such a pavement which, for flexible or semi-rigid pavements and aggressive circulations, make it possible to use very thin slabs as a layer. rolling.
  • a structure that can be described as "laminated-chipped” is made by bonding slab elements of very small thickness to the base layer of a flexible or semi-rigid road, the spaces that separate said elements being left empty or being filled with a flexible and compressible filling material which is not capable of ensuring mechanical cohesion between two adjacent slab elements.
  • the vertical composite structure thus formed allows thin sheets of materials having poor flexural strength to work only in compression. This also makes it possible to approach the neutral fiber of the joint plane and to greatly reduce the fatigue caused by the horizontal component of the circulation, as well as the thermal stresses and those caused by the humidity.
  • the pavement thus formed does not have the monolithic character in the horizontal direction of the slabs known according to the state of the art, which makes it possible at the same time to avoid the constraints of execution of expansion joints, of flexion shrinkage, and of case of failure of one or more elements, avoids "the domino effect" (ie the deterioration of neighboring elements).
  • the thickness of the slabs is calculated according to the parameters that are: the deflection of the support (measured in m / m) the characteristics of the material, and the class of traffic envisaged, for a given lifetime, without major maintenance.
  • the width of the spaces between the slabs (which will remain empty or will be filled with non-rigid materials), will be calculated according to the thickness of the slabs and the measured or calculated deflection of the base layer.
  • slabs 2 the thickness e of which is at most 2 centimeters, are bonded to a support layer 1.
  • the support layer is flexible or semi-rigid. This is a pre-existing pavement, based on bituminous or bituminous concrete. This layer may be formed of a superposition of different materials.
  • planing is preferably carried out to a height of one centimeter maximum.
  • the surface of the layer 1 is then coated with a thickness of adhesive 3.
  • adhesive is meant any material capable of ensuring good adhesion between two materials of different nature, and which is able to withstand strong thermal and physical stresses.
  • a glue based on epoxy resin, such as an epoxy pitch, is perfectly suitable. It can be loaded with a mineral matter.
  • the glue which may be in the form of a gel or an emulsion, may be fluid or thick. In the latter case, it can be loaded with fibrous or powdered products. This thick glue makes it possible, if necessary, to compensate for the differences in thickness of the slab elements, which result notably from the cutting tolerances.
  • This element is then applied to this layer 2, leaving a space 4, for example a few millimeters, between each of them.
  • FIG. 2 a possible embodiment of such a slab. This is a rectangular parallelepiped, whose two large upper and lower faces were respectively referenced 20 and 23. Its front and rear songs are referenced 21, while its side edges are referenced 22.
  • the slabs have a larger dimension L between 10 and 20 times their thickness e .
  • Such a pavement perfectly ensures the distribution of rolling loads, without being too much stressed on traction and bending, thanks to the "splitting" of the layer of slab elements in the horizontal direction.
  • this method does not require the complete destruction of the roadway already in place, it avoids important earthworks and the realization of the various layers of a new roadway. Thus, it minimizes the duration of occupation of the public domain and the inconvenience to residents. This is all the more important as the present method finds particular application in the renovation of city streets, where the establishment of deviation can be problematic or impossible.
  • the implementation of the present method can be done on a base layer that has just been built.
  • the spaces 4 can be filled with a flexible and compressible material in the vertical direction, which means that this material is in no way able to ensure mechanical cohesion between two adjacent slabs which would give them a monolithic character. It is therefore a simple filling material.
  • a flexible and compressible material in the vertical direction, which means that this material is in no way able to ensure mechanical cohesion between two adjacent slabs which would give them a monolithic character. It is therefore a simple filling material.
  • sand By way of example, mention may be made of sand.
  • This material can be permeable to liquids.
  • any water present in the spaces 4 tends to circulate laterally through the channels that these spaces 4 constitute. If the elements are fixed on a porous base layer, water can also flow in the vertical direction.
  • the material may be able to reduce the noise phenomena generated by the movement of vehicles on the roadway, by absorption of sound waves.
  • the same material can, if necessary, fulfill these two functions.
  • a material based on rubber or polystyrene particles is used, alone or in combination with mineral particles.
  • the variant shown in Figure 3 differs from the previous only in that only the underside 23 of the elements 2 is coated with glue. This means that the bottom of spaces 4 is free. This improves the flow of moisture to the support layer even when filler material is present.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Road Repair (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Compounds Of Alkaline-Earth Elements, Aluminum Or Rare-Earth Metals (AREA)

Claims (14)

  1. Straßenbelag, der von einer Anordnung von verlegten Plattenelementen (2) für eine Laufschicht auf einer Basisschicht (1) gebildet ist, wobei die Plattenelemente (2) mit geringem Abstand voneinander durch Klebstoff (3) geklebt sind, der zwischen den Plattenelementen (2) und der weichen oder halbstarren Basisschicht (1) vorgesehen ist, die aus einer schon vorhandenen Laufschicht gebildet ist, die aus Bitukies oder Asphaltbeton gebildet ist, so dass die Plattenelemente (2) direkt auf die Basisschicht (1) aufgeklebt sind, wobei dieser Straßenbelag dadurch gekennzeichnet ist, daß:
    die Plattenelemente (2) der Anordnung die selbe, gleichförmige Dicke e von höchstens zwei Centimeter aufweisen, wobei sie eine größte Abmessung haben, die zwischen dem 10- und 20-fachen ihrer Dicke e liegt, und
    die Zwischenräume (4), die die Plattenelemente (2) trennen, leer sind oder mit einem weichen und in vertikaler Richtung kompressiblen Füllmaterial (5) ohne mechanische Kohäsion mit den Plattenelementen (2) gefüllt sind, so daß die Plattenelemente (2) der Anordnung eine monolithische Struktur mit der Basisschicht (1) in vertikaler Richtung bilden, ohne untereinander in der horizontalen Lage der Laufschicht monolithisch zu sein.
  2. Belag nach Anspruch 1, dadurch gekennzeichnet, daß der genannte Bitukies oder der genannte Asphaltbeton drainierend ist.
  3. Belag nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß alleine die untere Fläche (23) der genannten Plattenelemente (2) mit Kleber (3, 3') bestrichen ist, so daß die Räume (4), die sie trennen, davon frei sind.
  4. Belag nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß der genannte Kleber (3, 3') ein Epoxidkleber, wie etwa ein Epoxidpech, ist.
  5. Belag nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß das genannte Füllmaterial (5) für Flüssigkeiten durchlässig ist.
  6. Belag nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß das genannte Füllmaterial (5) befähigt ist, mindestens zum Teil Schallwellen zu absorbieren.
  7. Belag nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die genannten Plattenelemente (2) Elemente aus ein und demselben Material sind, oder Plattenelemente (2) aus verschiedenen Materialien, wobei dieses oder diese Materialien insbesondere unter dem Naturstein, Zementbeton, Keramik, Glas, Holz, Metall, Gummi und Kunststoff ausgewählt wird bzw. werden.
  8. Verfahren zur Herstellung eines Straßenbelags, der von einer Anordnung von verlegten Plattenelementen (2) für eine Laufschicht auf einer Basisschicht (1) gebildet wird, bei welchem Plattenelemente (2) mit geringem Abstand voneinander auf eine weiche oder halbstarre Basisschicht (1) geklebt werden, die aus einer schon vorhandenen Laufschicht gebildet ist, die aus Bitukies oder Asphaltbeton gebildet ist, dadurch gekennzeichnet, daß die Plattenelemente (2) die selbe, gleichförmige Dicke e von höchstens zwei Centimeter aufweisen und eine größte Abmessung haben, die zwischen dem 10- und 20-fachen ihrer Dicke e liegt, und daß die Zwischenräume (4), die diese Plattenelemente (2) trennen, leer gelassen sind oder mit einem weichen und in vertikaler Richtung kompressiblen Füllmaterial (5) ohne mechanische Kohäsion mit den Plattenelementen (2) gefüllt sind, so daß die Plattenelemente (2) der Anordnung eine monolithische Struktur mit der Basisschicht (1) in vertikaler Richtung bilden, ohne untereinander in der horizontalen Lage der Laufschicht monolithisch zu sein.
  9. Verfahren nach Anspruch 8, dadurch gekennzeichnet, daß der genannte Bitukies oder der genannte Asphaltbeton drainierend ist.
  10. Verfahren nach einem der Ansprüche 8 oder 9, dadurch gekennzeichnet, daß alleine die untere Fläche (23) der genannten Plattenelemente (2) mit Kleber (3, 3') bestrichen wird, so daß die Räume (4), die sie trennen, davon frei sind.
  11. Verfahren nach einem der Ansprüche 8 bis 10, dadurch gekennzeichnet, daß der genannte Kleber (3, 3'), ein Epoxidkleber, wie etwa ein Epoxidpech, ist.
  12. Verfahren nach einem der Ansprüche 8 bis 11, dadurch gekennzeichnet, daß das genannte Füllmaterial (5) für Flüssigkeiten durchlässig ist.
  13. Verfahren nach einem der Ansprüche 8 bis 12, dadurch gekennzeichnet, daß das genannte Füllmaterial (5) befähigt ist, mindestens zum Teil Schallwellen zu absorbieren.
  14. Verfahren nach einem der Ansprüche 8 bis 13, dadurch gekennzeichnet, daß man Plattenelemente (2) aus ein und demselben Material oder Plattenelemente (2) aus verschiedenen Materialien benutzt, wobei dieses oder diese Materialien insbesondere unter dem Naturstein, Zementbeton, Keramik, Glas, Holz, Metall, Gummi und Kunststoff ausgewählt wird bzw. werden.
EP02364044A 2001-12-04 2002-12-04 Verfahren zur Herstellung von Strassenbelag Expired - Lifetime EP1319752B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0115622 2001-12-04
FR0115622A FR2833024B1 (fr) 2001-12-04 2001-12-04 Procede de realisation d'un dallage de voirie

Publications (2)

Publication Number Publication Date
EP1319752A1 EP1319752A1 (de) 2003-06-18
EP1319752B1 true EP1319752B1 (de) 2006-10-04

Family

ID=8870066

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02364044A Expired - Lifetime EP1319752B1 (de) 2001-12-04 2002-12-04 Verfahren zur Herstellung von Strassenbelag

Country Status (4)

Country Link
EP (1) EP1319752B1 (de)
AT (1) ATE341664T1 (de)
DE (1) DE60215106T2 (de)
FR (1) FR2833024B1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3108638B1 (fr) 2020-03-30 2022-07-15 Orhan Joel Procédé de réalisation d’un dallage de voirie.

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3969851A (en) * 1975-07-11 1976-07-20 Structural Stoneware Incorporated Architectural paving system with individual control joint paving
DE9106038U1 (de) 1991-05-16 1991-07-18 Ries, Ernst, 6406 Hosenfeld, De
DE10018862A1 (de) * 2000-04-17 2001-10-18 Birco Baustoffwerk Gmbh Belaganordnung
FI20001197A (fi) * 2000-05-19 2001-11-20 Nieminen Jorma Laattajärjestely

Also Published As

Publication number Publication date
EP1319752A1 (de) 2003-06-18
DE60215106D1 (de) 2006-11-16
FR2833024B1 (fr) 2006-02-10
FR2833024A1 (fr) 2003-06-06
ATE341664T1 (de) 2006-10-15
DE60215106T2 (de) 2007-04-05

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