(19)
(11) EP 2 699 732 B1

(12) EUROPEAN PATENT SPECIFICATION

(45) Mention of the grant of the patent:
28.06.2017 Bulletin 2017/26

(21) Application number: 11864035.8

(22) Date of filing: 19.04.2011
(51) International Patent Classification (IPC): 
E01C 19/38(2006.01)
(86) International application number:
PCT/US2011/032970
(87) International publication number:
WO 2012/144986 (26.10.2012 Gazette 2012/43)

(54)

ASPHALT PAVEMENT CONSTRUCTING MACHINE AND METHOD OF OPERATION

ASPHALTPFLASTER-BAUMASCHINE UND BETRIEBSVERFAHREN DAFÜR

MACHINE DE CONSTRUCTION DE REVÊTEMENT EN ASPHALTE ET PROCÉDÉ DE FONCTIONNEMENT


(84) Designated Contracting States:
AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

(43) Date of publication of application:
26.02.2014 Bulletin 2014/09

(73) Proprietor: Volvo Construction Equipment AB
631 85 Eskilstuna (SE)

(72) Inventors:
  • HAUPT, John R.
    Shippensburg, Pennsylvania 17257 (US)
  • MACDONALD, Michael P.
    Shippensburg, Pennsylvania 17257 (US)

(74) Representative: Volvo Technology Corporation 
Volvo Corporate Intellectual Property BF14100, M1.7
405 08 Göteborg
405 08 Göteborg (SE)


(56) References cited: : 
EP-A1- 0 418 105
US-A- 5 837 298
US-A1- 2003 108 389
US-A1- 2004 009 039
US-A- 3 015 260
US-A- 6 071 040
US-A1- 2003 223 816
US-A1- 2005 147 469
   
       
    Note: Within nine months from the publication of the mention of the grant of the European patent, any person may give notice to the European Patent Office of opposition to the European patent granted. Notice of opposition shall be filed in a written reasoned statement. It shall not be deemed to have been filed until the opposition fee has been paid. (Art. 99(1) European Patent Convention).


    Description

    FIELD OF THE INVENTION



    [0001] The present invention relates to asphalt pavement constructing machines provided with at least one compacting surface vibrated at one or more frequencies selected to prevent asphalt adhering to the compacting surface.

    BACKGROUND OF THE INVENTION



    [0002] The formation of asphalt pavement topically involves a number of asphalt pavement constructing machines. An asphalt paver typically receives, deposits, and performs at least a partial compaction of the asphalt mix to form a freshly laid asphalt pavement, After initial compaction by the asphalt paver, a compactor, such as, a roller or drum compactor, is topically used for final compaction and finishing of the freshly laid asphalt pavement. During both laying and compaction, adherence of asphalt to the compacting surfaces of the paver and/or compactor may damage the asphalt pavement and generate surface impressions in the top surface of the pavement as the asphalt is compacted, thus, leading to costly repair and delays for the paving contractor. Accordingly, systems have been devised to prevent this occurrence.

    [0003] With respect to pavers, the current practice for preventing adherence of asphalt involves heating the compacting surface(s), which is typically located on the underside of a screed (or screed plate), to several hundred degrees Fahrenheit. Since it is difficult to heat the screed uniformly, often times the uneven heating will cause the compacting surface to deform, which, in turn, results in an uneven contour of the asphalt pavement and a top surface that has slight depressions. Additionally, large amounts of energy are required for the screed to be preheated, which can take as long as 20 minutes before work can be performed. Furthermore, since the top of the screed typically functions as a working platform for workers, the thermal radiation generated during this process produces an uncomfortably hot working environment.

    [0004] With respect to compactors, the current practice for preventing adherence of asphalt involves water spray systems. Scrapers are also used, but only to remove asphalt after it adheres to the compacting surfaces of the roller and, accordingly, after impressions have already been left in the top surface of the pavement. In addition to generating undesirable cooling of the asphalt pavement, water spray systems are large and bully. In order to be effective, the water must coat the entire compacting surface of the roller, which may be difficult for a number of reasons, including wind and clogged nozzles. This system also requires numerous components, including large thanks of water that must constantly be refilled, filters that must be checked, and pumps that must operate correctly at all times. In order to ensure complete water coverage frequent inspection and repair is common.

    [0005] According to its abstract, US 2003/0223816 A1 discloses a controller for use in a vibratory mechanism includes an amplitude control circuit that generates an amplitude control signal that varies from a minimum value to a maximum value. The vibratory mechanism is adapted to vibrate at an amplitude based on an amplitude control signal characteristic. Additionally, the controller includes a frequency control circuit that is operatively coupled to the amplitude control-circuit to produce a frequency control signal that varies based on the amplitude control signal characteristic.

    [0006] The present invention relates to asphalt pavement constructing machines provided with a compacting surface vibrated at one or more frequencies selected to prevent asphalt mix adhering to the compacting surface.

    SUMMARY OF THE INVENTION



    [0007] According to one aspect of the present invention, an asphalt pavement constructing machine comprises an asphalt compacting surface and at least one exciter that vibrates the compacting surface at one or more frequencies equal to or greater than about 100 Hz to prevent asphalt adhering to the compacting surface.

    [0008] According to another aspect of the present invention, a method for operating an asphalt pavement constructing machine provided with a compacting surface comprises the steps of using the compacting surface to compact asphalt mix on a paving surface during an asphalt pavement formation operation and using at least one exciter to vibrate the compacting surface at one or more frequencies equal to or greater than about 100 Hz to prevent the asphalt mix from adhering to the compacting surface.

    BRIEF DESCRIPTION OF THE DRAWINGS



    [0009] 

    FIG. 1 illustrates a side view of an asphalt pavement constructing machine according to one embodiment.

    FIG. 2 illustrates a compacting surface according to one embodiment.

    FIG. 3 illustrates a side view of an asphalt pavement constructing machine according to another embodiment.

    FIG. 4 illustrates compacting surfaces according to one embodiment.


    DETAILED DESCRIPTON OF THE INVENTION



    [0010] Turning now to FIG. 1, an asphalt pavement constructing machine according to one embodiment is depicted, As shown, the asphalt pavement constructing machine is a paver 15 configured to receive, deposit, and partially compact asphalt mix 5 and form an asphalt pavement 7 on top of a paving surface 6. As shown therein the paver 15 may be provided with an asphalt hopper 20, an asphalt conveyor 25, an asphalt spreader 30, a screed 40 supported by tow arms, as at 43, and an asphalt compacting surface 45.

    [0011] Those of ordinary skill in the art will appreciate that during a paving operation, asphalt mix 5 is typically loaded onto the paver 15 and temporarily held in an asphalt hopper, such as asphalt hopper 20. Those of ordinary skilled in the art will also appreciate that during a paving operation, one or more asphalt conveyors, such as asphalt conveyor 25, typically transport the asphalt mix 5 from the asphalt hopper 20 and deposit it on a paving surface, such as paving surface 6, whereat one or more asphalt spreaders, such as asphalt spreader 30, which may be in the form of one or more augers, as shown, spread the asphalt mix 5 on the paving surface 6 in a direction that is lateral with respect to a direction of travel of the paver 15. Those of ordinary skill in the art will appreciate that the asphalt mix 5 is compacted after the asphalt mix 5 is deposited on the paving surface 6 and literally distributed on the paving surface 6 by the asphalt spreader 30.

    [0012] As shown in FIG. 1, the paver 15 is provided with at least one asphalt compacting surface, such as for example, asphalt compacting surface 45, which compacts the asphalt mix 5 to form an asphalt pavement 7 on the paving surface 6. As shown in the present embodiment, the asphalt compacting surface 45 is a generally flat surface located on the underside 41 of a screed 40, which may be provided with a work platform 42 whereupon workers may stand. Those of ordinary skill in the art will appreciate that as the paver 15 travels along the paving surface 6, for example by a track assembly or wheels, as at 16, the asphalt compacting surface 45 exerts a compressive force on the deposited asphalt mix 5 to smooth and at least partially compact the asphalt mix 5, whereby a freshly laid asphalt pavement 7 is formed on the paving surface 6.

    [0013] According to the invention, the asphalt compacting surface 45 is vibrated at one or more frequencies equal to or greater than about 100 Hz to prevent asphalt adhering to the asphalt compacting surface 45 as the asphalt mix 5 is compacted by the asphalt compacting surface 45.

    [0014] Tuniing now to FIGS, 1 and 2, as shown, the paver 15 includes one or more exciters 50, including for example electromagnetic, as at 50a (FIG. 2) piezoelectric, as at 50a' (FIG. 4), or hydraulic exciters, as at 50a" (FIG. 4), that vibrate the asphalt compacting surface 45 at one or more frequencies selected to prevent asphalt adhering to the asphalt compacting surface 45 as the asphalt mix 5 is contacted by the asphalt compacting surface 45. Those of ordinary skill in the art appreciate that it is within the scope of the present invention to utilize any number of exciters 50 and to distribute the exciters with respect to the asphalt compacting surface 45 in any manner that excites the asphalt compacting surface 45 in a manner that prevents asphalt from adhering to the asphalt compacting surface 45. In FIGS. 1 and 2, for example, a plurality of exciters 50 are shown located within the screed 40, whereby the asphalt compacting surface 45 is vibrated indirectly by the exciters 50. As shown in FIG. 2, one or more electronics ! 00 may be used to drive the exciters 50 and control the frequency of vibration(s) generated by the exciters 50.

    [0015] Turning now to FIG. 3, an asphalt pavement constructing machine according to another embodiment is depicted. As shown therein, the asphalt pavement constructing machine is a rolling compactor 60 that may be used for final compaction of pavement 7. As shown in FIG. 3, the rolling compactor 60 is provided with first and second rollers 61, 62. According to one aspect of the present invention, the rollers 61, 62 propel the rolling compactor 60 along the pavement 7. According to another aspect of the present embodiment, the rollers 61, 62 are configured to perform a final compaction of the pavement 7, According to yet another aspect of the present embodiment, the rollers 61, 62 may be used to provide the pavement 7 with a generally smooth finished top surface 7a.

    [0016] As shown in FIG. 3, the rolling compactor is provided with asphalt compacting surfaces 63, 64 that are cylindrical in shape and located on the outer circumferential surface of the rollers 61, 62 that propel the rolling compactor 60 along the pavement 7. Those of ordinary skill in the art will appreciate that as the rollers 61, 62 propel the rolling compactor 60 along the pavement 7 that the asphalt compacting surfaces 63, 64 exert a heavy compacting force on the pavement 7. Those of ordinary skill in the art will appreciate that the heavy compacting force exerted by the asphalt compacting surfaces 63, 64 compacts the pavement 7. Those of ordinary skill in the art will appreciate that the heavy compacting force exerted by the asphalt compacting surfaces 63, 64 preferably provide the pavement 7 with a generally smooth finished top surface 7a.

    [0017] According to one aspect of the present embodiment, the asphalt compacting surfaces 63, 64 are vibrated at one or more frequencies. According to another aspect of the present embodiment, the asphalt compacting surfaces 63, 64 are vibrated at one or more frequencies to prevent asphalt adhering to the asphalt compacting surfaces 63, 64 as the pavement 7 is compacted by the asphalt compacting surfaces 63, 64.

    [0018] Turning now back to FIG. 3, as shown the rolling compactor 60 includes a plurality of exciters 50', including, for example electromagnetic, as at 50a fig, 2) piezoelectric, as at 50a' (FIG. 4), or hydraulic exciters, as at 50a" (FIG. 4), that vibrate the asphalt compacting surfaces 63, 64 at one or more frequencies selected to prevent asphalt adhering to the asphalt compacting surfaces 63, 64 as the freshly laid pavement 7' is compacted by the asphalt compacting surfaces 63, 64. Those of ordinary skill in the art will appreciate that it is within the scope of the present invention to utilize any number of exciters 50' and to distribute the exciters with respect to the asphalt compacting surfaces 63, 64 in any manner that excites the asphalt compacting surfaces 63, 64. In FIGS. 3 and 4, for example, a plurality of exciters 50' are shown located within the rollers 61, 62, whereby the asphalt compacting surfaces 63, 64 are vibrated indirectly by the exciters 50, such as, for example, by placing the exciters 50 in direct contact with an inner cylindrical surface 61a, 62a of the rollers 61, 62. As shown in FIG. 2, one or more electronics 100' may be used to drive the exciters 50' and control the frequency of vibration(s) generated by the exciters 50' .

    [0019] Advantageously, by employing vibrations at frequencies in excess of the frequencies used for compacting efficiency, i.e. frequencies in excess of about 70 Hz, compaction efficiency will not be degraded. While those of ordinary skill in the art will appreciate that an optimal frequency may be deduced from empirical observation, according to the invention the frequency vibration is substantially equal to or greater than about 100 Hz. According to yet another aspect of the present embodiments, the frequency vibration may be substantially equal to or greater than about 1 kHz. According to another aspect of the present embodiments the frequency of vibration may be in the ultrasonic range and substantially equal to or greater than about 20 kHz.

    [0020] Advantageously, the principals of the aforementioned embodiments may be utilized in conjunction with currently known systems, i.e. heating, scrapers, as at 80, 81 (FIG. 3), or water systems, for preventing asphalt adherence or may obviate the use of one or more currently known systems. Advantageously, by controlling the frequency of vibration, the adherence of asphalt to the asphalt compacting surfaces on asphalt pavement constructing machines, including, for example, the asphalt compacting surface 45 on paver 15 or asphalt compacting surfaces 63, 64 on the rolling compactor 60, may be prevented

    [0021] The detailed descriptions of the above embodiments are not exhaustive descriptions of all embodiments contemplated by the inventors to be within the scope of the invention. The present description depicts specific examples to teach those skilled in the art how to make and use the best mode of the invention. Those skilled in the art will appreciate variations from these examples that tall within the scope of the invention. Those of ordinary skill it the art will also appreciate that some conventional aspects have been simplified or omitted.


    Claims

    1. An asphalt pavement constructing machine (15; 60), comprising:

    an asphalt compacting surface (45; 63, 64); characterized in at least one exciter (50; 50') that vibrates the compacting surface at one or more frequencies equal to or greater than about 100 Hz to prevent asphalt mix adhering to the compacting surface.


     
    2. The asphalt pavement constructing machine according to claim 1, wherein:

    the asphalt compacting machine is a rolling compactor (60) provided with the asphalt compacting surface (63, 64) and another asphalt compacting surface (63, 64);

    at least one other exciter (50') vibrates the another compacting surface at an frequency equal to or greater than about 100 Hz to prevent asphalt mix adhering to the another compacting surface (63, 64); and

    the asphalt compacting surfaces (63, 64) are cylindrical and located on first and second rollers (61, 62) that propel the rolling compactor (60).


     
    3. The asphalt pavement constructing machine according to claim 1, wherein:

    the asphalt compacting machine is an asphalt paver (15) provided with an asphalt hopper (20), an asphalt conveyor (25), an asphalt spreader (30), and a screed (40);

    and

    the asphalt compacting surface is a generally flat surface located on the underside of the screed (40).


     
    4. The asphalt pavement constructing machine according to claim 1, wherein the at least one exciter (50; 50') vibrates the compacting surface at one or more frequencies substantially equal to or greater than 1 kHz, preferably equal to or greater than 20 kHz, to prevent asphalt mix adhering to the compacting surface.
     
    5. The asphalt pavement constructing machine according to claim 1, wherein the at least one exciter is a piezoelectric exciter (50a').
     
    6. The asphalt pavement constructing machine according to claim 1, wherein the at least one exciter is an electromagnetic exciter (50a).
     
    7. The asphalt pavement constructing machine according to claim 1 wherein the at least one exciter is a hydraulic exciter (50a").
     
    8. A method for operating an asphalt pavement constructing machine (15; 60) provided with a compacting surface (45; 63, 64), the method comprising the steps of:

    using the compacting surface (45; 63, 64) to compact asphalt mix on a paving surface during an asphalt pavement formation operation;

    characterized by

    using at least one exciter (50; 50') to vibrate the compacting surface at one or more frequencies equal to or greater than about 100 Hz to prevent the asphalt mix from adhering to the compacting surface.


     
    9. The method according to claim 8, wherein:

    the asphalt compacting machine is a rolling compactor (60) provided with the asphalt compacting surface (63, 64) and another asphalt compacting surface (63, 64);

    the asphalt compacting surfaces (63, 64) are cylindrical and located on first and second rollers (61, 62) that propel the rolling compactor (60); and

    the method further comprising the step of using at least one other exciter (50') to vibrate the another compacting surface (63, 64) at one or more frequencies equal to or greater than about 100 Hz to prevent the asphalt mix adhering to the another compacting surface.


     
    10. The method according to claim 8, wherein the asphalt compacting machine is a paver (15) provided with an asphalt hopper (20), an asphalt conveyor (25), an asphalt spreader (30), and a screed (40) and the asphalt compacting surface is a generally flat surface located on the underside of the screed, the method further comprising the steps of:

    using the asphalt hopper (20) to receive asphalt mix;

    using the conveyor (25) to deliver the asphalt mix to the auger;

    using the auger to spread the asphalt mix on a paving surface; and

    using the compacting surface (45) to compact the asphalt mix, whereby an asphalt pavement is provided on the paving surface.


     
    11. The method according to claim 8, wherein the step of using the at least one exciter to vibrate the compacting surface includes the step of using the at least one exciter to vibrate the compacting surface at one or more frequencies substantially equal to or greater than 1 kHz, preferably equal to or greater than 20 kHz.
     
    12. The method according to claim 8, wherein the at least one exciter is a piezoelectric exciter (50a').
     
    13. The method according to claim 8, wherein the at least one exciter is an electro-magnetic exciter (50a).
     
    14. The method according to claim 8, wherein the at least one exciter is a hydraulic exciter (50a").
     


    Ansprüche

    1. Asphaltstraßenbelag-Baumaschine (15; 60), umfassend:

    eine Asphaltverdichtungsfläche (45; 63, 64), dadurch gekennzeichnet, dass wenigstens ein Erreger (50; 50'), der die Verdichtungsfläche mit einer oder mehreren Frequenzen, die gleich oder größer als ungefähr 100 Hz sind, in Vibration versetzt, um zu verhindern, dass Asphaltmischung an der Verdichtungsfläche haftet.


     
    2. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei:

    die Asphaltverdichtungsmaschine ein Rollverdichter (60) ist, der mit der Asphaltverdichtungsfläche (63, 64) und einer weiteren Asphaltverdichtungsfläche (63, 64) versehen ist;

    wenigstens ein weiterer Erreger (50') eine weitere Verdichtungsfläche mit einer Frequenz, die gleich oder größer als ungefähr 100 Hz ist, in Vibration versetzt, um zu verhindern, dass Asphaltmischung an der weiteren Verdichtungsfläche (63, 64) haftet; und

    die Asphaltverdichtungsflächen (63, 64) zylindrisch sind und an einer ersten und einer zweiten Rolle (61, 62) angeordnet sind, die den Rollverdichter (60) antreiben.


     
    3. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei:

    die Asphaltverdichtungsmaschine ein Asphaltfertiger (15) ist, der mit einem Asphalttrichter (20), einem Asphaltförderer (25), einem Asphaltstreuer (30) und einer Bohle (40) versehen ist; und

    die Asphaltverdichtungsfläche eine insgesamt flache Fläche ist, die an der Unterseite der Bohle (40) angeordnet ist.


     
    4. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger (50; 50') die Verdichtungsfläche mit einer oder mehreren Frequenzen, die im Wesentlichen gleich oder größer als 1 kHz, bevorzugt gleich oder größer als 20 kHz sind, in Vibration versetzt, um zu verhindern, dass Asphaltmischung an der Verdichtungsfläche haftet.
     
    5. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger ein piezoelektrischer Erreger (50a') ist.
     
    6. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger ein elektromagnetischer Erreger (50a) ist.
     
    7. Asphaltstraßenbelag-Baumaschine nach Anspruch 1, wobei der wenigstens eine Erreger ein hydraulischer Erreger (50a") ist.
     
    8. Verfahren zum Betreiben einer Asphaltstraßenbelag-Baumaschine (15; 60), die mit einer Verdichtungsfläche (45; 63, 64) versehen ist, wobei das Verfahren die Schritte umfasst:

    Verwenden der Verdichtungsfläche (45; 63, 64) zum Verdichten einer Asphaltmischung auf einer Straßenbelagoberfläche während eines Asphaltstraßenbelagbildungsvorgangs;

    dadurch gekennzeichnet, dass

    wenigstens ein Erreger (50; 50') verwendet wird, um die Verdichtungsfläche mit einer oder mehreren Frequenzen, die gleich oder größer als ungefähr 100 Hz sind, in Vibration zu versetzen, um zu verhindern, dass die Asphaltmischung an der Verdichtungsfläche haftet.


     
    9. Verfahren nach Anspruch 8, wobei:

    die Asphaltverdichtungsmaschine ein Rollverdichter (60) ist, der mit der Asphaltverdichtungsfläche (63, 64) und einer weiteren Asphaltverdichtungsfläche (63, 64) versehen ist;

    die Asphaltverdichtungsflächen (63, 64) zylindrisch sind und an einer ersten und einer zweiten Rolle (61, 62) angeordnet sind, die den Rollverdichter (60) antreiben; und

    das Verfahren weiterhin den Schritt umfasst, wenigstens einen weiteren Erreger (50') zu verwenden, um die weitere Verdichtungsfläche (63, 64) mit einer oder mehreren Frequenzen, die gleich oder größer als ungefähr 100 Hz sind, in Vibration zu versetzen, um zu verhindern, dass die Asphaltmischung an der weiteren Verdichtungsfläche haftet.


     
    10. Verfahren nach Anspruch 8, wobei die Asphaltverdichtungsmaschine ein Fertiger (15) ist, der mit einem Asphalttrichter (20), einem Asphaltförderer (25), einem Asphaltstreuer (30) und einer Bohle (40) versehen ist, und die Asphaltverdichtungsfläche eine insgesamt flache Fläche ist, die an der Unterseite der Bohle angeordnet ist, wobei das Verfahren weiterhin die Schritte umfasst:

    Verwenden des Asphalttrichters (20) zur Aufnahme der Asphaltmischung;

    Verwenden des Förderers (25), um die Asphaltmischung der Schnecke zuzuführen;

    Verwenden der Schnecke, um die Asphaltmischung auf einer Straßenbelagsfläche zu verteilen; und

    Verwenden der Verdichtungsfläche (45) zum Verdichten der Asphaltmischung, wodurch ein Asphaltstraßenbelag auf der Straßenbelagfläche erzeugt wird.


     
    11. Verfahren nach Anspruch 8, wobei der Schritt des Verwendens des wenigstens einen Erregers, um die Verdichtungsfläche in Vibration zu versetzen, den Schritt des Verwendens des wenigstens einen Erregers umfasst, um die Verdichtungsfläche mit einer oder mehreren Frequenzen, die im Wesentlichen gleich oder größer als 1 kHz, bevorzugt gleich oder größer als 20 kHz sind, in Vibration zu versetzen.
     
    12. Verfahren nach Anspruch 8, wobei der wenigstens eine Erreger ein piezoelektrischer Erreger (50a') ist.
     
    13. Verfahren nach Anspruch 8, wobei der wenigstens eine Erreger ein elektromagnetischer Erreger (50a) ist.
     
    14. Verfahren nach Anspruch 8, wobei der wenigstens eine Erreger ein hydraulischer Erreger (50a") ist.
     


    Revendications

    1. Machine de construction de revêtement d'asphalte (15; 60), comprenant :

    une surface de compactage d'asphalte (45 ; 63, 64) ; caractérisée par

    au moins un excitateur (50 ; 50') qui fait vibrer la surface de compactage à une ou plusieurs fréquence(s) supérieure(s) ou égale(s) à environ 100 Hz pour empêcher un mélange d'asphalte d'adhérer à la surface de compactage.


     
    2. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle :

    la machine de compactage d'asphalte est un compacteur roulant (60) muni de la surface de compactage d'asphalte (63, 64) et d'une autre surface de compactage d'asphalte (63, 64) ;

    au moins un autre excitateur (50') fait vibrer l'autre surface de compactage à une fréquence supérieure ou égale à environ 100 Hz pour empêcher un mélange d'asphalte d'adhérer à l'autre surface de compactage (63, 64) ; et

    les surfaces de compactage d'asphalte (63, 64) sont cylindriques et situées sur des premier et deuxième rouleaux (61, 62) qui propulsent le compacteur roulant (60).


     
    3. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle :

    la machine de compactage d'asphalte est une asphalteuse (15) munie d'une trémie d'asphalte (20), d'un transporteur d'asphalte (25), d'une épandeuse d'asphalte (30) et d'une règle (40) ; et

    la surface de compactage d'asphalte est une surface généralement plate située sur la face inférieure de la règle (40).


     
    4. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle l'au moins un excitateur (50 ; 50') fait vibrer la surface de compactage à une ou plusieurs fréquence(s) essentiellement supérieure(s) ou égale(s) à 1 kHz, de préférence supérieure(s) ou égale(s) à 20 kHz, pour empêcher un mélange d'asphalte d'adhérer à la surface de compactage.
     
    5. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle l'au moins un excitateur est un excitateur piézoélectrique (50a').
     
    6. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle l'au moins un excitateur est un excitateur électromagnétique (50a).
     
    7. Machine de construction de revêtement d'asphalte selon la revendication 1, dans laquelle l'au moins un excitateur est un excitateur hydraulique (50a").
     
    8. Procédé pour faire fonctionner une machine de construction de revêtement d'asphalte (15 ; 60) munie d'une surface de compactage (45 ; 63, 64), le procédé comprenant les étapes qui consistent :

    à utiliser la surface de compactage (45 ; 63, 64) pour compacter un mélange d'asphalte sur une surface de revêtement pendant une opération de formation de revêtement d'asphalte ;

    caractérisé par le fait

    d'utiliser au moins un excitateur (50 ; 50') pour faire vibrer la surface de compactage à une ou plusieurs fréquence(s) supérieure(s) ou égale(s) à environ 100 Hz pour empêcher le mélange d'asphalte d'adhérer à la surface de compactage.


     
    9. Procédé selon la revendication 8, dans lequel :

    la machine de compactage d'asphalte est un compacteur roulant (60) muni de la surface de compactage d'asphalte (63, 64) et d'une autre surface de compactage d'asphalte (63, 64) ;

    les surfaces de compactage d'asphalte (63, 64) sont cylindriques et situées sur des premier et deuxième rouleaux (61, 62) qui propulsent le compacteur roulant (60) ; et

    le procédé comprenant en outre l'étape qui consiste à utiliser au moins un autre excitateur (50') pour faire vibrer l'autre surface de compactage (63, 64) à une ou plusieurs fréquence(s) supérieure(s) ou égale(s) à environ 100 Hz pour empêcher le mélange d'asphalte d'adhérer à l'autre surface de compactage.


     
    10. Procédé selon la revendication 8, dans lequel la machine de compactage d'asphalte est une asphalteuse (15) munie d'une trémie d'asphalte (20), d'un transporteur d'asphalte (25), d'une épandeuse d'asphalte (30), et d'une règle (40) et la surface de compactage d'asphalte est une surface généralement plate située sur la face inférieure de la règle, le procédé comprenant en outre les étapes qui consistent :

    à utiliser la trémie d'asphalte (20) pour recevoir un mélange d'asphalte ;

    à utiliser le transporteur (25) pour distribuer le mélange d'asphalte sur la tarière ;

    à utiliser la tarière pour étaler le mélange d'asphalte sur une surface de revêtement ; et

    à utiliser la surface de compactage (45) pour compacter le mélange d'asphalte, moyennant quoi un revêtement d'asphalte est prévu sur la surface de revêtement.


     
    11. Procédé selon la revendication 8, dans lequel l'étape d'utilisation de l'au moins un excitateur pour faire vibrer la surface de compactage comporte l'étape qui consiste à utiliser l'au moins un excitateur pour faire vibrer la surface de compactage à une ou plusieurs fréquence(s) essentiellement supérieure(s) ou égale(s) à 1 kHz, de préférence supérieure(s) ou égale(s) à 20 kHz.
     
    12. Procédé selon la revendication 8, dans lequel l'au moins un excitateur est un excitateur piézoélectrique (50a').
     
    13. Procédé selon la revendication 8, dans lequel l'au moins un excitateur est un excitateur électromagnétique (50a).
     
    14. Procédé selon la revendication 8, dans lequel l'au moins un excitateur est un excitateur hydraulique (50a").
     




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    Cited references

    REFERENCES CITED IN THE DESCRIPTION



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    Patent documents cited in the description