EP0006809A2 - Method of inserting joint members in concrete carriageways, with the concurrent placement of a surfacing course, machine for carrying out said method, and concrete pavements comprising wholly embedded joint members and surface grooves - Google Patents

Method of inserting joint members in concrete carriageways, with the concurrent placement of a surfacing course, machine for carrying out said method, and concrete pavements comprising wholly embedded joint members and surface grooves Download PDF

Info

Publication number
EP0006809A2
EP0006809A2 EP79400417A EP79400417A EP0006809A2 EP 0006809 A2 EP0006809 A2 EP 0006809A2 EP 79400417 A EP79400417 A EP 79400417A EP 79400417 A EP79400417 A EP 79400417A EP 0006809 A2 EP0006809 A2 EP 0006809A2
Authority
EP
European Patent Office
Prior art keywords
concrete
machine
joints
longitudinal
joint
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Withdrawn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
EP79400417A
Other languages
German (de)
French (fr)
Other versions
EP0006809A3 (en
Inventor
Pascal Charles Cacciuttolo
Philippe Carfantan
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.)
Cacciuttolo Pascal Charles
CARFANTAN, PHILIPPE
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0006809A2 publication Critical patent/EP0006809A2/en
Publication of EP0006809A3 publication Critical patent/EP0006809A3/en
Withdrawn legal-status Critical Current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
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106—Joints with only prefabricated packing; Packings therefor
    • 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
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/12—Packing of metal and plastic or elastic materials
    • E01C11/126—Joints with only metal and prefabricated packing or filling
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
    • E01C19/4866—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with solely non-vibratory or non-percussive pressing or smoothing means for consolidating or finishing
    • 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
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/02—Devices for making, treating or filling grooves or like channels in not-yet-hardened paving, e.g. for joints or markings; Removable forms therefor; Devices for introducing inserts or removable insert-supports in not-yet-hardened paving
    • E01C23/026—Introducing preformed inserts into or filling grooves or like channels in laid paving, with or without concurrent making or working of groove or channel, e.g. filling groove with semi-plastic material
    • 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
    • E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/04—Devices for laying inserting or positioning reinforcing elements or dowel bars with or without joint bodies; Removable supports for reinforcing or load transfer elements; Devices, e.g. removable forms, for making essentially horizontal ducts in paving, e.g. for prestressed reinforcements

Definitions

  • the subject of the present invention is a method on the one hand for creating at the same time leaktight cracking zones in concrete coverings, in particular road coverings, areas of garages or airports by applying longitudinal and transverse joints at right of these areas, and on the other hand to simultaneously apply a non-slip coating.
  • seals for example seals made of plastic material such as neoprene, which are generally arranged in the longitudinal direction of the track.
  • plastic seals which can be flat or have a cross profile or other desired profile.
  • the installation of the transverse joints and the formation of reserves are carried out at the same time as the installation of the longitudinal joints.
  • the laying material is provided for this purpose with synchronized control of laying the longitudinal joints followed by the laying of the transverse joints.
  • the concrete is poured with the non-slip wear layer in which the transverse joints are embedded.
  • the transverse joints are integral with metal plates suitably notched to span the underlying longitudinal joints, the crack reserve being closed above the joint until it is flush with the surface layer of the coating, preferably studded.
  • Figure 1 there is shown, by way of example, a highway 1 comprising along its median axis a longitu- nal continuous 2 and transverse joints 3 distant 4/6 m for example.
  • the longitudinal joint is laid in the mass of the underlying layer of concrete and that of the transverse joints and the cracking reserves on the surface of the first layer and under the wear layer with non-slip coating.
  • transverse joints here cross profile joints 3, of plastic material, secured to steel blades 9 notched to span the underlying longitudinal joint 2.
  • This surface layer has longitudinal grooves 6 to right of the cracking areas.
  • This comprises a frame 10, shown diagrammatically in FIGS. 3 to 6, at the front of which are placed the casting equipment 11 for concrete 12 and a continuous unwinder of the longitudinal joint 2 by the guide trough 13 arranged to place this joint in the mass of the primary coating, according to a construction already known.
  • a hydraulic cylinder 17 is started to deposit the transverse seal 3; during installation, this jack (figure 4) moves back and forth on the guide rod 18 parallel to the axis of the machine, the speed of advance of the machine determining the speed of recoil of the jack so that at the moment of installation the joint is immobile during its penetration tration in the primary layer 7 above the longitudinal joints 2.
  • the jack takes up the position of FIG. 3 and the member 14 pours out the non-slip wear layer 8 under which the transverse joint is embedded.
  • the longitudinal joint is preferably anchored to the foundation soil for anchors 20 provided from place to place.
  • the non-slip wear layer 8 may have longitudinal grooves 6 on its upper face.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Repair (AREA)
  • Road Paving Structures (AREA)

Abstract

The machine comprises at its front a pouring apparatus 11 for the foundation concrete 12, a chute 13 for guiding the plastic joint member 2 in the thickness of the concrete, and, at its rear, a chute 16 for the distribution of the concrete 15 of the surfacing course 8, in front of which a mechanism 17 for laying the transverse joint members 3 can slide, the speed of which mechanism is synchronised with the speed of advance of the machine so that the joint member is immobile during the laying, the latter then being wholly embedded under the surfacing course. This machine is applied for motorway working and for various concrete-surface works. <IMAGE>

Description

La présente invention a pour objet un procédé d'une part pour créer à la fois des zones de fissuration étanches dans les revêtements en béton, notamment les revêtements routiers, les aires de garages ou d'aéroports en posant des joints longitudinaux et transversaux au droit de ces zones, et d'autre part pour appliquer simultanément un revêtement antidérapant.The subject of the present invention is a method on the one hand for creating at the same time leaktight cracking zones in concrete coverings, in particular road coverings, areas of garages or airports by applying longitudinal and transverse joints at right of these areas, and on the other hand to simultaneously apply a non-slip coating.

Il est bien connu que les revêtements en béton sont sujets à des détériorations dans la masse, telles que fissurations, cassures et affaissements, du fait des pressions importantes qu'ils doivent subir du fait du trafic et notamment du roulement de lourdes charges, ainsi qu'en raison d'infil- tràtions d'eau dans la masse du revêtement. Pour pallier ces inconvénients, il est connu d'avoir recours à l'insertion de joints, par exemple des joints en matière plastique telle que néoprène, qui sont généralement disposés dans le sens longitudinal de la piste.It is well known that concrete pavements are subject to deterioration in the mass, such as cracks, breaks and subsidence, due to the significant pressures which they must undergo due to traffic and in particular the rolling of heavy loads, as well as 'due to water infiltration into the coating. To overcome these drawbacks, it is known to have recourse to the insertion of seals, for example seals made of plastic material such as neoprene, which are generally arranged in the longitudinal direction of the track.

Dans le cas de revêtements bétonnés, on pallie les inconvénients dûs aux effets des charges, de la température et du climat en posant de place en place des joints longitudinaux et transversaux, constitués par l'injection dans un rainurage de produits compensateurs.In the case of concrete coatings, the drawbacks due to the effects of loads, temperature and climate are overcome by placing longitudinal and transverse joints, from place to place, formed by injecting compensating products into a groove.

Or on a constaté, suivant la présente invention, que dans le cas de revêtements en béton, on obtient de très bons résultats en créant dans le revêtement, en outre des réserves de fissuration longitudinales, des réserves de fissuration transversales ; celles-ci peuvent être perpendiculaires aux réserves longitudinales ou obliques et plus ou moins larges et profondes suivant les charges que doit supporter le revêtement.Now, it has been found, according to the present invention, that in the case of concrete coatings, very good results are obtained by creating in the coating, in addition to longitudinal cracking reserves, trans cracking reserves versals; these can be perpendicular to the longitudinal or oblique reserves and more or less wide and deep depending on the loads that the coating must support.

De part et d'autre de ces rainures sont disposés des joints en matière plastique qui peuvent être plans ou présenter un profil en croix ou autre profil désiré.On either side of these grooves are arranged plastic seals which can be flat or have a cross profile or other desired profile.

Suivant une particularité de l'invention, la pose des joints transversaux et la formation de réserves s'effectuent en même temps que la pose des joints longitudinaux. Le matériel de pose est muni à cet effet de commande synchronisées de pose des joints longitudinaux suivie de la pose des joints transversaux.According to a feature of the invention, the installation of the transverse joints and the formation of reserves are carried out at the same time as the installation of the longitudinal joints. The laying material is provided for this purpose with synchronized control of laying the longitudinal joints followed by the laying of the transverse joints.

Aussitôt après la pose de ces derniers, on procède à la coulée du béton de la couche d'usure antidérapante dans lequel sont noyés les joints transversaux.Immediately after the installation of the latter, the concrete is poured with the non-slip wear layer in which the transverse joints are embedded.

On obtient ainsi un quadrillage de joints dans la masse du revêtement en une seule phase opérationnelle, en profondeur puis en surface.This gives a grid of joints in the mass of the coating in a single operational phase, in depth and then on the surface.

Suivant un détail d'exécution de l'invention, les joints transversaux sont solidaires de plaques métalliques convenablement encochées pour enjamber les joints longitudinaux sous jacents, la réserve de fissuration étant fermée au dessus du joint jusqu'à affleurer la couche superficielle du revêtement, de préférence cloutée.According to a detail of execution of the invention, the transverse joints are integral with metal plates suitably notched to span the underlying longitudinal joints, the crack reserve being closed above the joint until it is flush with the surface layer of the coating, preferably studded.

La pose des joints et de confection des rainures verticales constituant les réserves de fissuration est effectuée suivant les procédés connus qui ne seront pas décrits en détail ici.The installation of the joints and of making the vertical grooves constituting the cracking reserves is carried out according to known methods which will not be described in detail here.

Un exemple de mise en oeuvre de ce procédé sera maintenant décrit ci-après plus en détail, en référence au dessin annexé sur lequel ;

  • la figure 1 est une vue en perspective d'une autoroute,
  • la figure 2 est une vue en perspective avec arrachements montrant le quadrillage des joints et réserves de fissuration.
  • Les figures 3, 4, 5, 6 sont des vues en élévation-coupe de la machine de pose du revêtement inférieur, des joints longitudinaux et transversaux et de la couche d'usure antidérapante montrant les phases successives de l'opération.
An example of implementation of this method will now be described below in more detail, with reference to the attached drawing in which;
  • FIG. 1 is a perspective view of a motorway,
  • Figure 2 is a perspective view with cutaway showing the grid of the joints and crack reserves.
  • Figures 3, 4, 5, 6 are elevation-section views of the machine for installing the lower covering, the longitudinal and transverse joints and the non-slip wear layer showing the successive phases of the operation.

Sur la figure 1 on a représenté, à titre d'exemple, une autoroute 1 comprenant suivant son axe médian un joint longitu- nal continu 2 et des joints transversaux 3 distants de 4/6 m par exemple. La pose du joint longitudinal s'effectue dans la masse de la couche sous jacente de béton et celle des joints transversaux et des réserves de fissuration en surface de la première couche et sous la couche d'usure à revêtement antidérapant.In Figure 1 there is shown, by way of example, a highway 1 comprising along its median axis a longitu- nal continuous 2 and transverse joints 3 distant 4/6 m for example. The longitudinal joint is laid in the mass of the underlying layer of concrete and that of the transverse joints and the cracking reserves on the surface of the first layer and under the wear layer with non-slip coating.

Si l'on découpe une tranche de ce revêtement bicouche, on constate (figure 2) que dans la couche inférieure est noyé un joint longitudinal 2, qui peut être une bande plastique déroulée en continu suivant un procédé connu, avec formation de réserves de fissuration verticales 4,5.If we cut a slice of this two-layer coating, we see (Figure 2) that in the lower layer is embedded a longitudinal joint 2, which can be a plastic strip unrolled continuously according to a known process, with formation of crack reserves vertical 4.5.

Sous la couche superficielle 8 sont posés les joints transversaux, ici des joints à profil en croix 3, en matière plastique, solidaires de lames d'acier 9 encochées pour enjamber le joint longitudinal sous jacent 2. Cette couche superficielle présente des rainurages longitudinaux 6 au droit des zones de fissuration.Under the surface layer 8 are placed the transverse joints, here cross profile joints 3, of plastic material, secured to steel blades 9 notched to span the underlying longitudinal joint 2. This surface layer has longitudinal grooves 6 to right of the cracking areas.

On réalise ainsi un quadrillage de joints 2, 3 dans la masse coulée de béton avec couche sous jacente d'assise et couche superficielle d'usure.This produces a grid of joints 2, 3 in the poured concrete mass with an underlying seat layer and a surface wear layer.

Pour obtenir la pose simultanée des deux types de joint avec une machine en avance constante, on a modifié en conséquence la machine usuelle de pose.To obtain the simultaneous installation of the two types of joint with a machine in constant advance, the usual installation machine has been modified accordingly.

Celle-ci comprend un châssis 10, schématisé aux figures 3 à 6, à l'avant duquel sont disposés l'appareillage de coulée 11 au béton 12 et un dérouleur en continu du joint longitudinal 2 par la goulotte de guidage 13 disposée pour poser ce joint dans la masse du revêtement primaire, suivant une construction déjà connue.This comprises a frame 10, shown diagrammatically in FIGS. 3 to 6, at the front of which are placed the casting equipment 11 for concrete 12 and a continuous unwinder of the longitudinal joint 2 by the guide trough 13 arranged to place this joint in the mass of the primary coating, according to a construction already known.

A l'arrière de la machine est prévu un organe d'épandage 14 du béton de roulement 15 par la goulotte 16 déoouchant au-dessus de la couche primaire 7 déjà équipée du ou des joints longitudinaux 2.At the rear of the machine is provided a spreading member 14 for the rolling concrete 15 by the chute 16 loosening above the primary layer 7 already equipped with the longitudinal joint (s) 2.

Au moment voulu, un vérin hydraulique 17 est mis en marche pour déposer le joint transversal 3 ; pendant la pose, ce vérin (figure 4) se déplace d'avant en arrière sur la tige de guidage 18 parallèle à l'axe de la machine, la vitesse d'avance de la machine déterminant la vitesse de recul du vérin pour qu'à l'instant de pose le joint soit immobile pendant sa pénétration dans la couche primaire 7 au-dessus des joints longitudinaux 2.At the desired time, a hydraulic cylinder 17 is started to deposit the transverse seal 3; during installation, this jack (figure 4) moves back and forth on the guide rod 18 parallel to the axis of the machine, the speed of advance of the machine determining the speed of recoil of the jack so that at the moment of installation the joint is immobile during its penetration tration in the primary layer 7 above the longitudinal joints 2.

Aussitôt après cette pose, le vérin reprend la position de la figure 3 et l'organe 14 déverse la couche d'usure antidérapante 8 sous laquelle est noyé le joint transversal.Immediately after this installation, the jack takes up the position of FIG. 3 and the member 14 pours out the non-slip wear layer 8 under which the transverse joint is embedded.

Le joint longitudinal est préférablement ancré au sol de fondation pour des ancrages 20 prévus de place en place.The longitudinal joint is preferably anchored to the foundation soil for anchors 20 provided from place to place.

Il doit être entendu que la forme et le nombre des joints et des zones de fissuration, ainsi que l'épaisseur des couches primaires et d'usure, la profondeur d'enfoncement des joints, varient suivant l'ouvrage à réaliser et les charges a supporter. La couche d'usure antidérapante 8 peut présenter des rainures longitudinales 6 sur sa face supérieure.It should be understood that the shape and number of the joints and of the cracking zones, as well as the thickness of the primary and wear layers, the depth of penetration of the joints, vary according to the work to be carried out and the loads a support. The non-slip wear layer 8 may have longitudinal grooves 6 on its upper face.

Claims (6)

1. Procédé pour la pose de joints dans des ouvrages en béton à revêtement antidérapant présentant au droit de zones de fissuration des joints longitudinaux noyés dans la masse du béton au fur et à mesure de son épandage, caractérisé en ce qu'on procède de place en place à la pose à une profondeur convenable de joints transversaux surplombant les joints longitudinaux et noyés sous la couche superficielle d'usure coulée aussitôt après la couche de béton de structure.1. Method for laying joints in concrete structures with non-slip coating having longitudinal joints embedded in the mass of concrete in the course of cracking zones as it is spread, characterized in that space is used in place at the installation at a suitable depth of transverse joints overhanging the longitudinal joints and embedded under the surface wear layer poured immediately after the layer of structural concrete. 2. Procédé suivant la revendication 1 suivant lequel le joint longitudinal est posé en continu au fur et à mesure de l'avance de la machine, caractérisé en ce que chaque joint transversal est mis en place à des moments déterminés par un dispositif en translation synchronisée avec l'avance de la machine pour assurer l'immobilité du joint transversal par rapport au sol, compte tenu de l'avance de la machine, au moment de sa pose à cheval sur le ou les joints longitudinaux.2. Method according to claim 1 according to which the longitudinal joint is laid continuously as the machine advances, characterized in that each transverse joint is put in place at times determined by a device in synchronized translation with the advance of the machine to ensure the immobility of the transverse joint with respect to the ground, taking into account the advance of the machine, when it is placed astride the longitudinal joint (s). 3. Machine de mise en oeuvre du procédé suivant la revendication 1 pour la pose de joints dans des ouvrages en béton comportant une goulotte pour le déroulement guidé d'un joint plastique dans l'axe de la machine pendant l'épandage du béton de la couche de fondation, caractérisée en ce qu'elle est en outre munie de l'arrière d'un dispositif 14 de coulée de beton de roulement 15 par une goulotte 16 débouchant au dessus de la couche primaire 7 et d'un vérin hydraulique 17 manoeuvré pour déposer au moment voulu un joint transversal 3 enjambant le joint longitudinal 2 à une profondeur déterminée sous la couche d'usure 8 répandue aussitôt après.3. Machine for implementing the method according to claim 1 for laying joints in concrete structures comprising a chute for the guided unwinding of a plastic joint in the axis of the machine during the spreading of the concrete of the foundation layer, characterized in that it is further provided at the rear with a device 14 for pouring rolling concrete 15 by a chute 16 opening above the primary layer 7 and a hydraulic jack 17 operated to deposit at the desired time a transverse joint 3 spanning the longitudinal joint 2 at a determined depth under the wear layer 8 spread immediately after. 4. Machine suivant la revendication 3, caractérisée en ce que le vérin coulisse sur une tige 18 parallèle à l'axe de la machine à une vitesse synchronisée avec la vitesse d'avance de la machine pour que le joint transversal soit immobile pendant la pose.4. Machine according to claim 3, characterized in that the cylinder slides on a rod 18 parallel to the axis of the machine at a speed synchronized with the speed of advance of the machine so that the transverse joint is stationary during installation . 5. Revêtement en béton d'aires dallées en béton présentant, noyé dans la couche de béton 7, au moins un joint plas- - tique longitudinal 2 au droit de zones verticales de fissuration 4,5, caractérisé en ce qu'il comporte en outre des joints plastiques transversaux 3 solidaires de plaques d'acier 9 encochées pour enjamber les joints longitudinaux, joints qui sont noyés a une profondeur reglable dans le béton des couches de fondation et d'usure.5. Concrete covering of paved concrete areas having, embedded in the concrete layer 7, at least one plastic joint - longitudinal 2 in line with vertical crack zones 4.5, characterized in that it comprises in addition to transverse plastic joints 3 secured to steel plates 9 notched to span the longitudinal joints, joints which are embedded at an adjustable depth in the concrete of the foundation and wear layers. 6. Revêtement suivant la revendication 5, caractérisé en ce qu'il présente des rainures longitudinales 6 sur la face supérieure de la couche d'usure 8.6. Coating according to claim 5, characterized in that it has longitudinal grooves 6 on the upper face of the wear layer 8.
EP79400417A 1978-06-23 1979-06-22 Method of inserting joint members in concrete carriageways, with the concurrent placement of a surfacing course, machine for carrying out said method, and concrete pavements comprising wholly embedded joint members and surface grooves Withdrawn EP0006809A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7818819 1978-06-23
FR7818819A FR2429294A1 (en) 1978-06-23 1978-06-23 PROCESS FOR LAYING JOINTS IN CONCRETE PAVEMENTS WITH PLACEMENT OF ANTI-SLIP COATING

Publications (2)

Publication Number Publication Date
EP0006809A2 true EP0006809A2 (en) 1980-01-09
EP0006809A3 EP0006809A3 (en) 1980-02-06

Family

ID=9209903

Family Applications (1)

Application Number Title Priority Date Filing Date
EP79400417A Withdrawn EP0006809A3 (en) 1978-06-23 1979-06-22 Method of inserting joint members in concrete carriageways, with the concurrent placement of a surfacing course, machine for carrying out said method, and concrete pavements comprising wholly embedded joint members and surface grooves

Country Status (2)

Country Link
EP (1) EP0006809A3 (en)
FR (1) FR2429294A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0051885A1 (en) * 1980-11-07 1982-05-19 Andréas Moser Apparatus for setting and positioning dowels in concrete slabs
CN112030659A (en) * 2020-09-09 2020-12-04 厦门合诚工程技术有限公司 Urban road bituminous paving preventive maintenance structure
CN113322742A (en) * 2021-06-03 2021-08-31 重庆诚邦路面材料有限公司 Epoxy modified asphalt pavement anti-skid layer and construction method thereof

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR583101A (en) * 1924-06-25 1925-01-07 Le Soliditit Francais Execution process of concrete pavement for modern pavements
US1826062A (en) * 1930-01-23 1931-10-06 Roscoe D Farmer Joint form for paving
DE559051C (en) * 1929-06-01 1932-09-15 Horst Averbeck Dr Method for making joints in concrete roads
US2076890A (en) * 1932-10-25 1937-04-13 John N Heltzel Road material spreading machine
US2370153A (en) * 1941-04-09 1945-02-27 Albert C Fischer Contraction joint for concrete
DE971875C (en) * 1952-07-20 1959-04-09 Teerbau Gmbh Strassenbau Traffic route consisting of sub-concrete with a seamlessly laid bituminous ceiling
US3098413A (en) * 1960-05-09 1963-07-23 Guntert & Zimmerman Const Div Concrete pavement laying machine with grooving mechanism
FR1375725A (en) * 1963-05-07 1964-10-23 Machine for the implementation of pavings and coatings
FR1468498A (en) * 1966-02-17 1967-02-03 Method and devices for constructing joints or the like in permanently resilient concrete linings and gaskets for insertion into joints as well as their various applications
FR1480198A (en) * 1966-03-14 1967-05-12 Edoco Technical Products Method and apparatus for laying joints particularly in fresh concrete
FR1481125A (en) * 1966-03-14 1967-05-19 Edoco Technical Products Improved method and apparatus for forming joints in concrete
US3440934A (en) * 1967-04-27 1969-04-29 Robert F Dill Method and joint structure in monolithically-poured concrete
DE1914452A1 (en) * 1969-03-21 1970-10-01 Eisenmann Dr Ing Jos Formation of dummy joints on concrete roads
FR2057461A5 (en) * 1969-08-20 1971-05-21 Pirelli France
FR2112382A1 (en) * 1970-11-02 1972-06-16 British Railways Board IMPROVEMENTS TO PAVERING MACHINES IN THE FORM OF TRAILS
FR2119331A5 (en) * 1970-12-21 1972-08-04 Edoco Technical Products
US3801211A (en) * 1971-03-03 1974-04-02 G Perkins Pavement grooving process and apparatus
DE2406925A1 (en) * 1974-02-14 1975-08-28 Voegele Ag J Steel in placing device for concrete road - pins are fed singly by notched discs to pressing forks
US4073592A (en) * 1976-01-19 1978-02-14 Godberson Harold W Method of paving

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR583101A (en) * 1924-06-25 1925-01-07 Le Soliditit Francais Execution process of concrete pavement for modern pavements
DE559051C (en) * 1929-06-01 1932-09-15 Horst Averbeck Dr Method for making joints in concrete roads
US1826062A (en) * 1930-01-23 1931-10-06 Roscoe D Farmer Joint form for paving
US2076890A (en) * 1932-10-25 1937-04-13 John N Heltzel Road material spreading machine
US2370153A (en) * 1941-04-09 1945-02-27 Albert C Fischer Contraction joint for concrete
DE971875C (en) * 1952-07-20 1959-04-09 Teerbau Gmbh Strassenbau Traffic route consisting of sub-concrete with a seamlessly laid bituminous ceiling
US3098413A (en) * 1960-05-09 1963-07-23 Guntert & Zimmerman Const Div Concrete pavement laying machine with grooving mechanism
FR1375725A (en) * 1963-05-07 1964-10-23 Machine for the implementation of pavings and coatings
FR1468498A (en) * 1966-02-17 1967-02-03 Method and devices for constructing joints or the like in permanently resilient concrete linings and gaskets for insertion into joints as well as their various applications
FR1480198A (en) * 1966-03-14 1967-05-12 Edoco Technical Products Method and apparatus for laying joints particularly in fresh concrete
FR1481125A (en) * 1966-03-14 1967-05-19 Edoco Technical Products Improved method and apparatus for forming joints in concrete
US3440934A (en) * 1967-04-27 1969-04-29 Robert F Dill Method and joint structure in monolithically-poured concrete
DE1914452A1 (en) * 1969-03-21 1970-10-01 Eisenmann Dr Ing Jos Formation of dummy joints on concrete roads
FR2057461A5 (en) * 1969-08-20 1971-05-21 Pirelli France
FR2112382A1 (en) * 1970-11-02 1972-06-16 British Railways Board IMPROVEMENTS TO PAVERING MACHINES IN THE FORM OF TRAILS
FR2119331A5 (en) * 1970-12-21 1972-08-04 Edoco Technical Products
US3801211A (en) * 1971-03-03 1974-04-02 G Perkins Pavement grooving process and apparatus
DE2406925A1 (en) * 1974-02-14 1975-08-28 Voegele Ag J Steel in placing device for concrete road - pins are fed singly by notched discs to pressing forks
US4073592A (en) * 1976-01-19 1978-02-14 Godberson Harold W Method of paving

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
HIGHWAYS AND ROAD CONSTRUCTION, No. 41, Juin 1973, Editions IPC Building and contract Journals Ltd, Sutton, Surrey, GB, "Concrete roads - Development of new techniques", partie "The margaretting bypass. A12", pages 13-17. *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0051885A1 (en) * 1980-11-07 1982-05-19 Andréas Moser Apparatus for setting and positioning dowels in concrete slabs
CN112030659A (en) * 2020-09-09 2020-12-04 厦门合诚工程技术有限公司 Urban road bituminous paving preventive maintenance structure
CN113322742A (en) * 2021-06-03 2021-08-31 重庆诚邦路面材料有限公司 Epoxy modified asphalt pavement anti-skid layer and construction method thereof

Also Published As

Publication number Publication date
EP0006809A3 (en) 1980-02-06
FR2429294A1 (en) 1980-01-18
FR2429294B1 (en) 1982-08-13

Similar Documents

Publication Publication Date Title
EP0939164B1 (en) Construction method for a railway track
US6086287A (en) Method and apparatus for laying roadway materials
EP0089861B1 (en) Method of reinforcing arches or similar constructions
WO2015142311A2 (en) New method for concrete crack repair
US8956075B1 (en) Tunnel mold, system and method for slip forming reinforced concrete structures with exposed rebars
EP0006809A2 (en) Method of inserting joint members in concrete carriageways, with the concurrent placement of a surfacing course, machine for carrying out said method, and concrete pavements comprising wholly embedded joint members and surface grooves
EP0308887A2 (en) Bridge dilatation joint and the method of its manufacture
US3208362A (en) Curb and gutter paving apparatus and method
EP0803609B1 (en) Method for accurately placing an insert in concrete, apparatus for performing said method , and railway track obtained through the method
KR101003009B1 (en) Surface treatment device for concrete of load boundary block and surface treatment method for concrete of load boundary block
US20080044232A1 (en) Method of Operating a Sheeting Machine for Laying Pipes,and Sheeting Machine
CH434335A (en) Method of construction of a passage under track and installation for the implementation of this method
FR2652098A1 (en) COMPACTION AND FINISHING TABLE FOR A ROAD COVERING WITH ADJUSTABLE WORKING WIDTH INCLUDING MEANS FOR SPREADING LIQUID BINDER.
CZ160596A3 (en) Maintenance process of railway devices and apparatus for making the same
FR2619133A1 (en) Process for forming gutters (gullies) provided at the edges of roadways and produced using bituminous coated materials and device for its implementation
GB2307504A (en) Method of breaking concrete piles
NL1008594C2 (en) Building a floor by pouring concrete into foundation pit enclosed by dam walls
AU702357B2 (en) Method and apparatus for laying roadway materials
EP0300913B1 (en) Apparatus for smoothing, compacting and/or scraping, in particular for the edges of road pavement strips
FR2606802A1 (en) Device allowing the permanent restoration of the surface coats of roads in longitudinal trenches and method for the permanent restoration of the said surface coats
EP0952307B1 (en) Method for the construction of a structure under an embankment supporting a railway track or a roadway
KR100328550B1 (en) Shoe nozzle apparatus for paring with guss asphalt
FR2544759A1 (en) Improvements to road joints
Byrum et al. Experimental short-wavelength surface textures in Portland cement concrete pavements
CH426914A (en) Sealing device for concrete slab coating

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): AT BE CH DE GB IT LU NL SE

AK Designated contracting states

Designated state(s): AT BE CH DE GB IT LU NL SE

17P Request for examination filed
RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: CARFANTAN, PHILIPPE

Owner name: CACCIUTTOLO, PASCAL CHARLES

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

Ref country code: FR

Payment date: 19830425

Year of fee payment: 5

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19820515