EP0927793A1 - Chaussée résistante à l'orniérage et procédé d'obtention d'une telle chaussée - Google Patents
Chaussée résistante à l'orniérage et procédé d'obtention d'une telle chaussée Download PDFInfo
- Publication number
- EP0927793A1 EP0927793A1 EP98403314A EP98403314A EP0927793A1 EP 0927793 A1 EP0927793 A1 EP 0927793A1 EP 98403314 A EP98403314 A EP 98403314A EP 98403314 A EP98403314 A EP 98403314A EP 0927793 A1 EP0927793 A1 EP 0927793A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- layer
- pavement
- intermediate layer
- roadway
- roadway according
- 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- Withdrawn
Links
- 238000000034 method Methods 0.000 title description 12
- 230000015572 biosynthetic process Effects 0.000 title description 4
- 239000010426 asphalt Substances 0.000 claims abstract description 21
- 238000009423 ventilation Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 12
- -1 polyethylene Polymers 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 239000000654 additive Substances 0.000 claims description 3
- 230000000996 additive effect Effects 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 230000017525 heat dissipation Effects 0.000 claims description 2
- 239000004576 sand Substances 0.000 abstract description 4
- 239000000203 mixture Substances 0.000 description 7
- 229930195733 hydrocarbon Natural products 0.000 description 6
- 150000002430 hydrocarbons Chemical class 0.000 description 6
- 239000004215 Carbon black (E152) Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000011230 binding agent Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- NLHHRLWOUZZQLW-UHFFFAOYSA-N Acrylonitrile Chemical compound C=CC#N NLHHRLWOUZZQLW-UHFFFAOYSA-N 0.000 description 1
- 206010019345 Heat stroke Diseases 0.000 description 1
- 241001508691 Martes zibellina Species 0.000 description 1
- 208000007180 Sunstroke Diseases 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000001033 granulometry Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/185—Isolating, separating or connecting intermediate layers, e.g. adhesive layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249955—Void-containing component partially impregnated with adjacent component
- Y10T428/249956—Void-containing component is inorganic
- Y10T428/249957—Inorganic impregnant
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249955—Void-containing component partially impregnated with adjacent component
- Y10T428/249958—Void-containing component is synthetic resin or natural rubbers
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249982—With component specified as adhesive or bonding agent
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249986—Void-containing component contains also a solid fiber or solid particle
Definitions
- the invention relates to a pavement resistant to rutting as well as a method of making such pavement.
- a pavement generally includes a layer of foundation, a base layer, a tie layer and a wearing course. All of these layers are made up of materials treated with either hydraulic binders or hydrocarbons. Materials and binders are determined in depending on the type of traffic the pavement must support or, in other words, depending on the type of wear and deformation to which the roadway will be subject when use. One of these phenomena to which the pavement is thus exposed, is that of rut formation.
- Ruts generally defined as traces or deep marks left by the wheels of a vehicle on a path, are caused by the load of vehicles circulating on the pavement and by the heating thereof.
- Pavement temperature essentially results from the temperature of the soil on which the pavement rests and its heating by sunstroke.
- a roadway intended to support the circulation of heavy vehicles undergoes greater stresses in areas such as for example an approach area of a motorway toll where the roadway must support braking vehicles or storing trucks in queues waiting time, only in the traffic areas of Highway.
- Pavement rutting is dangerous because it channels rainwater and makes the road slippery. This is all no longer true for heavy goods vehicles at the time of the stage of braking when approaching areas such as toll booths.
- different techniques have been tried. So one technique is to mix the bituminous binder with a mixed load of mineral aggregates and flakes of material waste plastic (FR-2,742,174).
- Another technique consists of the use of a road surface composition comprising a hydrocarbon concrete and acrylonitrile fibers, preferably kidney-shaped (FR-2,647,822).
- the object of the invention is to propose a floor resistant to rutting and which is constructed so as to improve its resistance to rut formation.
- This pavement must be able to be produced as well in new construction only under repair.
- the object of the invention is achieved by a roadway resistant to rutting comprising at least one layer of base and a wearing course as well as at least one intermediate layer allowing heat dissipation by ventilation thanks to a high vacuum content.
- the vacuum content indicates the ratio between the volume of void of the middle layer and the entire volume of this last and can be expressed in percent.
- Insert a layer of insulation between the layer of base and the wearing course allows first to associate bituminous products with suitable formulations, for each of the layers constituting the roadway, specific constraints exerted during the use of the pavement and which have a good resistance to rutting. In same time it allows by isolating the lower layers of the pavement of the upper layers, avoid a significant rise in their temperature both by a reduction of the heat transmitted and by ventilation of the intermediate layer, resulting in an evacuation of heat thanks to the high vacuum content.
- the wearing course is usually applied directly or through a layer bonding, on a base layer formed with dense asphalt.
- This dense asphalt layer does not does not fully transmit heat from the layer of rolling towards the bottom layer, but brings a drop of the temperature of the order of 1 ° C per centimeter layer thickness.
- the layer intermediary according to the invention makes it possible to lower this temperature of almost 2 ° C per centimeter of thickness
- the insulating effect of the intermediate layer is obtained by a high vacuum content of the bituminous concrete used for the realization of this layer.
- the vacuum content or the percentage of vacuum, bituminous concrete depends on both the discontinuity of the granularity of the selected gravel and of their shape, as will be described in more detail more far.
- the temperature of the pavement rarely and slightly exceeds the temperature of 60 ° C.
- the base layer provides, according to its thickness, thermal protection of the order of 10 ° C.
- the hard bitumens used for the formulation of the base layer having a softening temperature above 50 ° C, the base layer, which is the most sensitive to rutting is protected by the middle layer.
- the wearing course is made in one thickness of the order of only 2 to 3 cm. So in admitting a rutting of the order of 10%, the ruts which will form during pavement use, have a height not exceeding 2 to 3 mm.
- the height of a rut is defined as the difference of level between the top of two bumps and the level of the trough caused by the passage of vehicle wheels. The height currently tolerated ruts is 5 mm.
- the invention therefore consists not only in using products which, technically, cannot or hardly guide but also to assemble them so that each protect others and that this protection is combined and increased by heat removal.
- the object of the invention is also achieved by a process for producing a pavement resistant to rutting. This process involves laying a layer of base and laying of a wearing course, as well as laying an intermediate layer of a material with a vacuum content high.
- the method of realization also includes laying a layer of attachment to the intermediate layer before laying the wearing course.
- Roadways resistant to rutting and intended for support heavy vehicle traffic such as example the carriageways of a highway, include a foundation layer 1 laid on the support soil and a layer base 2 laid on the foundation layer. These two layers have the function of distributing the vertical loads heavy vehicles and must withstand the fatigue caused by repeated efforts resulting from vehicle traffic.
- the pavement also includes an intermediate layer 3 and a wearing course 4 laid successively one after the other on the layer of base 2.
- the pavement shown in Figure 2 includes a bonding layer 5 applied to the intermediate layer 3 before laying the wearing course 4.
- Base layer 2 is made up of asphalt bituminous produced with gravel having a grading of 0/14 or 0/20 and a hard bitumen of type 10/20 .
- the complex modulus of these coated materials is 14,000 MPa, measured according to standard NF P 98-260.2.
- these bituminous mixes are classified as high modulus asphalt and show rigidity particular ensuring both a good distribution of loads from heavy vehicles and good rutting resistance.
- NF P 98-140 concerns hydrocarbon coated materials and more particularly the layers of high modulus asphalt.
- the value minimum required according to this standard for the complex module is 14,000 MPa at 15 ° C and 10 Hertz.
- Intermediate layer 3 is made with gravel with a grain size 6/10, sand and a modified bitumen.
- the volume proportion of sand compared to gravel is 10%.
- the vacuum content of these mixes is evaluated in the laboratory using a press Gyratory shear according to standard NF P 98-252.
- NF P 98-252 defines a test characterizing the evolution of the void percentage of a mixture hydrocarbon subjected to isothermal compaction. This compaction is obtained by the combination of a shear gyratory and a resulting axial force applied by a mechanical head.
- the wearing course 4 is produced with gravel with a grain size of 6/10, which ensures the surface roughness required on the braking zone of heavy vehicles for example from an approach area of a toll booth.
- the bonding layer 5 optionally applied is made of a cold-cast mix.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
- La couche intermédiaire comprend des enrobés drainants.
- La teneur en vide de la couche intermédiaire est comprise entre 25 et 30 %; avantageusement elle est de l'ordre de 30%.
- La couche de base est réalisée avec un bitume dur, éventuellement avec un additif de polyéthylène, ce qui crée un support rigide pour bien répartir les charges provenant des véhicules lourds. Les bitumes durs utilisés à cet effet ont une température bille anneau (T.B.A.; température normalisée à laquelle le bitume se ramollit) supérieure à 50°C. L'épaisseur de la couche de base est, avantageusement, de l'ordre de 6 à 8 cm. Les enrobés traités avec ce bitume dur, sans ou avec additif de polyéthylène, doivent avoir un module complexe, mesuré selon la norme NF P 98-260-2, supérieur à 14.000 MPa. Avantageusement, ce module complexe a une valeur comprise entre 14.000 MPa et 18.000 MPa.
- La couche intermédiaire est formée par des enrobés bitumineux obtenus à partir de gravillons dont la granulométrie et la forme permettent d'obtenir une teneur en vide de l'ordre de 30%. Ces enrobés contiennent une très faible quantité de sable, avantageusement inférieure à 10%. L'épaisseur de la couche intermédiaire est avantageusement de l'ordre de 4 à 5 cm.
- La couche de roulement est rugueuse pour améliorer le freinage des camions. Son épaisseur est avantageusement de l'ordre de 2 à 3 cm.
- La chaussée comprend une couche d'accrochage appliquée sur la couche intermédiaire. Avantageusement cette couche d'accrochage est réalisée en enrobés coulés à froid. Cette couche d'accrochage améliore l'adhésion entre les différents enrobés et assure en même temps avec la couche de roulement, l'étanchéité de la couche intermédiaire.
- pose d'une couche de fondation,
- pose d'une couche de base,
- pose d'une couche intermédiaire constituant une couche de liaison réalisée en un matériau en teneur en vide élevée, et
- pose d'une couche de roulement.
Claims (10)
- Chaussée résistante à l'orniérage comprenant au moins une couche de base (2) et une couche de roulement (4),
caractérisée en ce qu'elle comprend au moins une couche intermédiaire (3) à teneur en vide élevée permettant une évacuation de chaleur par ventilation. - Chaussée selon la revendication 1, caractérisée en ce que la couche intermédiaire (3) comprend des enrobés drainants.
- Chaussée selon la revendication 1 ou 2, caractérisée en ce que la teneur en vide de la couche intermédiaire (3) est comprise entre 25 et 30 %.
- Chaussée selon la revendication 3, caractérisée en ce que la teneur en vide est de l'ordre de 30%.
- Chaussée selon l'une des revendications 1 à 4, caractérisée en ce que la couche de base (2) est rigide et a une épaisseur de l'ordre de 6 à 8 cm, que la couche intermédiaire (3) a une épaisseur de l'ordre de 4 à 5 cm et que la couche de roulement (4) est rugueuse et a une épaisseur de l'ordre de 2 à 3 cm.
- Chaussée selon l'une des revendications 1 à 5, caractérisée en ce qu'elle comprend une couche d'accrochage (5) appliquée sur la couche intermédiaire (3).
- Chaussée selon l'une des revendications 1 à 6, caractérisée en ce que la couche intermédiaire (3) comprend des gravillons ayant une granulométrie 6/10.
- Chaussée selon l'une des revendications 1 à 7, caractérisée en ce que la couche de base (2) est réalisée avec un bitume dur et avec un additif de polyéthylène.
- Chaussée selon l'une des revendications 1 à 8, caractérisée en ce que le module complexe des enrobés bitumineux, mesuré selon la norme NF P98-260-2, est compris entre 14.000 MPa et 18.000 MPa.
- Procédé de réalisation d'une chaussée résistante à l'orniérage, comprenant la pose d'une couche de base et la pose d'une couche de roulement, caractérisé en ce qu'il comprend de plus la pose d'une couche intermédiaire en un matériau à teneur en vide élevée.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9716713 | 1997-12-30 | ||
FR9716713A FR2773181B1 (fr) | 1997-12-30 | 1997-12-30 | Chaussee resistante a l'ornierage et procede d'obtention d'une telle chaussee |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0927793A1 true EP0927793A1 (fr) | 1999-07-07 |
Family
ID=9515307
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP98403314A Withdrawn EP0927793A1 (fr) | 1997-12-30 | 1998-12-28 | Chaussée résistante à l'orniérage et procédé d'obtention d'une telle chaussée |
Country Status (4)
Country | Link |
---|---|
US (1) | US6187428B1 (fr) |
EP (1) | EP0927793A1 (fr) |
CA (1) | CA2257036A1 (fr) |
FR (1) | FR2773181B1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2798942A1 (fr) * | 1999-09-29 | 2001-03-30 | Colas Sa | Chaussee de circulation comportant une couche anti-fissure |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
IT201700091326A1 (it) * | 2017-08-07 | 2019-02-07 | Ifaf S P A Impresa Facchetti Adolfo E Figli | Struttura per l'accumulo e lo smaltimento di acqua piovana o altre acque di ruscellamento. |
CN112727005A (zh) * | 2020-12-30 | 2021-04-30 | 深圳新岩景观艺术有限公司 | 一种通体彩色混凝土仿自然裂缝产品的生产方法 |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1290862B (de) * | 1965-06-09 | 1969-03-13 | Rohrbach Rudolf | Verfahren zur Herstellung porenhaltiger Asphaltbau- und Asphaltstrassenbelaege |
DE2321783A1 (de) * | 1973-04-30 | 1974-11-14 | Wolff & Mueller | Bitumenmaterial zur herstellung von strassendecken |
US4167356A (en) * | 1976-04-08 | 1979-09-11 | Consiliul Popular Al Judetului Braila | Roadway structures |
EP0041881A1 (fr) * | 1980-06-05 | 1981-12-16 | Societe Internationale D'etudes, De Participation Et De Gestion | Mélanges bitumineux à très hautes performances leur procédé d'obtention et leur application |
EP0381903A1 (fr) * | 1989-02-10 | 1990-08-16 | BEUGNET, Société dite | Enrobé à base de granulat de gros calibre et de liant hydrocarboné pour la construction des assises de chaussées, ainsi que chaussée poreuse notamment chaussée drainante et anti-bruit obtenue à partir d'un tel enrobé |
FR2647478A1 (fr) * | 1989-05-24 | 1990-11-30 | Applic Derives Asphalte | Procede de mise en place d'un revetement routier et liant bitumineux pour la mise en oeuvre de ce procede |
EP0433155A1 (fr) * | 1989-12-15 | 1991-06-19 | Screg Routes Et Travaux Publics | Procédé de construction d'un complexe bitumineux routier à fort capital de fatigue et d'imperméabilité |
FR2674548A1 (fr) * | 1991-03-29 | 1992-10-02 | Beugnet Sa | Enrobe drainant pour couches de roulement de chaussee. |
EP0760386A1 (fr) * | 1995-08-25 | 1997-03-05 | Total Raffinage Distribution S.A. | Utilisation d'un liant bitumineux très dur dans la préparation d'un enrobé bitumineux, destiné notamment aux assises de chaussées |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2083900A (en) * | 1933-06-06 | 1937-06-15 | Colprovia Roads Inc | Pavement and method of making pavements |
US3603221A (en) | 1968-10-30 | 1971-09-07 | Du Pont | Multilayered structure |
US3819291A (en) | 1970-05-20 | 1974-06-25 | Connaughay K Mc | Method of making a pavement |
US3965281A (en) | 1970-06-11 | 1976-06-22 | Mitsuboshi-Sangyo Co., Ltd. | Method for paving surfaces with granular, flaky or powdery asphalt |
US3690227A (en) | 1970-07-14 | 1972-09-12 | Lloyd G Welty | Frictional self-draining structure |
DE2146903C3 (de) * | 1971-09-20 | 1978-03-02 | Paul Klein-Wolkersdorf Haberl (Oesterreich) | Verfahren zum Herstellen einer Polyäthylen und/oder Polypropylen enthaltenden Mischung auf Bitumen-oder Asphaltbasis |
US3847630A (en) | 1972-10-27 | 1974-11-12 | Henkel & Cie Gmbh | Method for the production of water-permeable porous concrete |
US3870422A (en) | 1974-06-07 | 1975-03-11 | Medico Christine | Porous pavement |
US4398842A (en) | 1980-12-29 | 1983-08-16 | Harry Hodson | Method of overlay and sandwich formation of pervious concrete |
US4515839A (en) | 1983-10-31 | 1985-05-07 | Monsanto Company | Permeable asphaltic concrete base for artificial turf |
FR2647822B3 (fr) | 1989-05-31 | 1991-05-03 | Legros Sa Entr J | Composition de revetement de route et procede pour la fabrication d'un revetement |
US5254385A (en) | 1991-06-03 | 1993-10-19 | Hazlett Darren G | Encapsulated asphalt |
US5405440A (en) | 1993-09-16 | 1995-04-11 | Global Resource Recyclers, Inc. | Process for the preparation of a cold mix asphalt paving composition |
FR2742174B3 (fr) | 1995-12-12 | 1997-10-10 | Elf Aquitaine | Procede de preparation d'enrobes bitumineux renfermant des dechets de matieres plastiques et presentant des caracteristiques ameliorees |
-
1997
- 1997-12-30 FR FR9716713A patent/FR2773181B1/fr not_active Expired - Fee Related
-
1998
- 1998-12-24 CA CA002257036A patent/CA2257036A1/fr not_active Abandoned
- 1998-12-28 EP EP98403314A patent/EP0927793A1/fr not_active Withdrawn
- 1998-12-29 US US09/221,572 patent/US6187428B1/en not_active Expired - Fee Related
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1290862B (de) * | 1965-06-09 | 1969-03-13 | Rohrbach Rudolf | Verfahren zur Herstellung porenhaltiger Asphaltbau- und Asphaltstrassenbelaege |
DE2321783A1 (de) * | 1973-04-30 | 1974-11-14 | Wolff & Mueller | Bitumenmaterial zur herstellung von strassendecken |
US4167356A (en) * | 1976-04-08 | 1979-09-11 | Consiliul Popular Al Judetului Braila | Roadway structures |
EP0041881A1 (fr) * | 1980-06-05 | 1981-12-16 | Societe Internationale D'etudes, De Participation Et De Gestion | Mélanges bitumineux à très hautes performances leur procédé d'obtention et leur application |
EP0381903A1 (fr) * | 1989-02-10 | 1990-08-16 | BEUGNET, Société dite | Enrobé à base de granulat de gros calibre et de liant hydrocarboné pour la construction des assises de chaussées, ainsi que chaussée poreuse notamment chaussée drainante et anti-bruit obtenue à partir d'un tel enrobé |
FR2647478A1 (fr) * | 1989-05-24 | 1990-11-30 | Applic Derives Asphalte | Procede de mise en place d'un revetement routier et liant bitumineux pour la mise en oeuvre de ce procede |
EP0433155A1 (fr) * | 1989-12-15 | 1991-06-19 | Screg Routes Et Travaux Publics | Procédé de construction d'un complexe bitumineux routier à fort capital de fatigue et d'imperméabilité |
FR2674548A1 (fr) * | 1991-03-29 | 1992-10-02 | Beugnet Sa | Enrobe drainant pour couches de roulement de chaussee. |
EP0760386A1 (fr) * | 1995-08-25 | 1997-03-05 | Total Raffinage Distribution S.A. | Utilisation d'un liant bitumineux très dur dans la préparation d'un enrobé bitumineux, destiné notamment aux assises de chaussées |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2798942A1 (fr) * | 1999-09-29 | 2001-03-30 | Colas Sa | Chaussee de circulation comportant une couche anti-fissure |
Also Published As
Publication number | Publication date |
---|---|
CA2257036A1 (fr) | 1999-06-30 |
US6187428B1 (en) | 2001-02-13 |
FR2773181B1 (fr) | 2000-03-17 |
FR2773181A1 (fr) | 1999-07-02 |
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