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EP2366832B1 - Procédé et finisseuse de route destinés à la réalisation d'une couche de revêtement compactée - Google Patents

Procédé et finisseuse de route destinés à la réalisation d'une couche de revêtement compactée Download PDF

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Publication number
EP2366832B1
EP2366832B1 EP10002896.8A EP10002896A EP2366832B1 EP 2366832 B1 EP2366832 B1 EP 2366832B1 EP 10002896 A EP10002896 A EP 10002896A EP 2366832 B1 EP2366832 B1 EP 2366832B1
Authority
EP
European Patent Office
Prior art keywords
tamper
paving
screed
stroke
width
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.)
Active
Application number
EP10002896.8A
Other languages
German (de)
English (en)
Other versions
EP2366832A1 (fr
Inventor
Martin Dipl.-Ing. Buschmann
Roman Dipl.-Ing. Munz
Klaus Bertz
Ralf Weiser
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.)
Joseph Voegele AG
Original Assignee
Joseph Voegele AG
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 Joseph Voegele AG filed Critical Joseph Voegele AG
Priority to PL10002896T priority Critical patent/PL2366832T3/pl
Priority to EP10002896.8A priority patent/EP2366832B1/fr
Priority to US13/040,526 priority patent/US8807866B2/en
Priority to JP2011057545A priority patent/JP5345645B2/ja
Priority to CN2011100659301A priority patent/CN102191743B/zh
Publication of EP2366832A1 publication Critical patent/EP2366832A1/fr
Application granted granted Critical
Publication of EP2366832B1 publication Critical patent/EP2366832B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • 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
    • E01C19/4833—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 tamping or vibrating means for consolidating or finishing, e.g. immersed vibrators, with or without non-vibratory or non-percussive pressing or smoothing means
    • E01C19/4853—Apparatus designed for railless operation, e.g. crawler-mounted, provided with portable trackway arrangements
    • 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
    • E01C19/22—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 consolidating or finishing laid-down unset materials
    • E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
    • E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
    • E01C19/40—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers
    • E01C19/407—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers with elements or parts partly or fully immersed in or penetrating into the material to act thereon, e.g. immersed vibrators or vibrating parts, kneading tampers, spaders
    • 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
    • E01C2301/00—Machine characteristics, parts or accessories not otherwise provided for
    • E01C2301/14—Extendable screeds

Definitions

  • the invention relates to a method according to the preamble of patent claim 1 and a road finisher according to the preamble of claim 5.
  • a method according to the preamble of claim 1 and a paver according to the preamble of claim 5 are each made US 2002/0141823 A1 known.
  • screed used for carrying out the method of US 2002/0141823 A1 screed used consists of the tamper strip of the pave width through continuous tamper from separate, transverse to the installation direction adjacent tamper strip sections.
  • Each Tamperologicalnabites is driven by at least one control cam.
  • the control cams of all Tamperleislenabête are arranged on a common drive shaft which is supported and driven in the screed.
  • the control cams are paired out of phase with each other, so that the tamper strip sections precompress each other out of phase.
  • the strokes and frequencies are the same under the Tamperangnabitesen, so over the entire paving width transverse to the working direction a uniform Vorverdichtungs antique is generated.
  • the stroke can be changed by replacing the control cams in a business interruption.
  • the frequency can be selected for all Tamperangabête on the speed of the drive motor of the drive shaft.
  • a relatively small positive angle of attack of the screed or the screed plate with respect to a uniform compaction and good surface flatness is desirable.
  • a positive angle of attack means that the leading edge of the screed in the working direction, in the area of which the tamper device compresses the paving material, is higher above the level than the edge of the paving screed located at the rear in the working travel direction.
  • the positive angle of attack should be kept as constant as possible, because it influences the lining thickness. The higher the compaction power introduced by the tamper device, the higher the local compaction, and vice versa.
  • the compaction performance since working parameters such as the weight of the screed and the compaction willingness of the paving material are relatively constant, is primarily dependent on the stroke and also, albeit somewhat less, on the frequency of the tamper device. If the installation speed drops at a constant stroke and constant frequency of the tamper device, then the compaction performance increases locally on, which then increases because of the then locally increasing compaction, the screed, the angle of attack undesirably reduced and the lining thickness increases. Conversely, the local compaction performance decreases with increasing installation speed, so that the screed decreases because of the then lower compression, the angle of attack increases undesirably and the installation thickness decreases. Therefore, it is desirable to produce a constant compression during installation largely independent of installation parameters, such as the installation speed, in order not to change the angle of attack of the screed or as little as possible.
  • a so-called rigid screed has a fixed pave width, which is not changeable during installation.
  • the pave width of the rigid paving screed can be gradually increased by widening parts at the ends of the rigid paving screed.
  • Each widening part also has a tamper device and a screed plate, optionally equipped with an unbalance vibrator.
  • an extraction screed is used if the paving width is to vary during installation.
  • pull-out screed pull-out screed parts are arranged on both sides of a base screed with a fixed paving width.
  • the base screed as the Ausziehbohlenmaschine each have tamper devices.
  • the pull-out screed parts can be added to the ends of the pull-out screed parts, which are also equipped with a tamper device and a screed plate.
  • the tamper device is operated over the entire paving width with the same stroke and frequency.
  • the frequency of the tamper device of the screed along a setpoint curve according to the actual installation speed is controlled to keep the compaction performance of the tamper device regardless of changes in the installation speed substantially constant, ie with decreasing installation speed to reduce the frequency and increase with increasing installation speed.
  • the stroke of the tamper device remains unchanged over the pave width.
  • the stroke of the tamper device can be manually changed stepwise.
  • the regulation of the frequency of the tamper device is also the same over the entire paving width, the requirements for varying installation thickness or paving speed over the paving width is not taken into account.
  • the frequency of the tamper device in response to changes in the positive angle of attack of the screed is varied, in such a way that the angle of attack controls the frequency proportional to compensate for adverse effects of changes in paving speed.
  • the frequency variation takes place uniformly over the entire installation width.
  • the tamper device can only produce a pre-compression of the built-in material, and is then optionally performed in working direction behind the screed plate with hydraulically applied pressure bars a final compression.
  • the stroke of the tamper device determines the maximum possible compression, ie the degree of compaction, and is manually adjustable in steps to different stroke values, whereby the degree of compression achieved can even be increased by increasing the stroke frequency.
  • a known screed are provided in working direction in front of the screed plate screed two at least over the working width of a screed part continuous tamper bars, which are actuated by a common drive or separate drives.
  • the stroke and / or the frequency of the tamper strip are the same across the installation width of the screed part.
  • the strokes and the relative timing of the tamper bars can be adjusted. To change the timing either a timing chain is implemented or replaced.
  • the respective eccentric drive links on the drive shaft are replaced. A variation of the stroke and / or the frequency within the installation width of the screed part and transverse to the working direction is not explained.
  • the invention has for its object to provide a method of the type mentioned above and a method suitable for carrying out the method road paver, with which it is possible, despite unavoidable influences on the installation width varying installation thickness and / or speed of installation the final quality of the ceiling layer in and transverse to the working direction to keep as constant as possible.
  • the tamper strip sections of the tamper device it is now possible for at least the tamper strip sections of the tamper device to be operated differently over the installation width and thus transversely to the working direction with variable lift and / or variable frequency, and thus to remotely tune the compression power within the installation width to locally different installation thicknesses and installation speeds, that results in the built-in ceiling layer in and across the working direction with variable compaction performance, a consistently high and consistent quality.
  • the adjustment of the strokes and / or frequencies within the paving width is to be carried out in steps or continuously in the sections of the tamper device. Even with section-wise variation, a relatively good adaptation to fluctuations in the installation thickness or installation speed over the installation width can be achieved, since such fluctuations are generally not abrupt but relatively steady or harmonious.
  • the local compaction performance of the tamper device is set as it were within the paving width on the local conditions, such as the local installation thickness and / or installation speed, so that ultimately over the entire pave width screed with the desired positive, relatively small and substantially constant angle of attack works, and Compression over the working width adjusted individually varies.
  • the strokes of the tamper strip sections of the tamper device are adjusted differently transversely to the working direction. Also to vary the frequencies within the pave width, may be advantageous as an accompanying measure.
  • the compaction power generated within the pave width of the Tamperangnabitesen can vary as the local thickness and / or Installation speed required.
  • About the setting of the stroke of the tamper device is varied remotely controlled over the installation width in adaptation to local installation parameters and / or set a different frequency for each Tamperangnabites on the pave width.
  • the variation can be set before the start of installation; However, the settings can also be carried out at any time during the installation operation.
  • the adjuster provides either a vehicle operator usable or an automatically operating tool to respond to transversely to the working direction locally different installation thicknesses and installation speeds with locally different settings of the strokes and / or the frequencies of Tamperangnabête the tamper device.
  • the final quality of a built-in pavement with the paver is uniformly high, despite varying installation thickness and / or installation speed across the working direction.
  • the frequencies of the tamper strip sections of the tamper device may also be locally differently adjustable, preferably automatically, by means of the setting device for the strokes or by means of an additional setting device only for the frequencies within the installation width.
  • the course of the installed thickness and / or the surface of the tarmac and / or the installation speed is determined and varies the stroke and / or the frequency of the tamper device locally taking into account the determined course across the working direction Planums, the settings of the screed and actual measurements of appropriately placed sensors are used to control the variation or preparatory or temporally substantially instantaneously, either guided by the driver or in an automated process by means of a computerized control and / or control device.
  • the strokes and / or frequencies are set particularly expediently during ongoing installation in order to additionally be able to take into account changes in the installed thickness or speed of installation in the working direction of travel.
  • An automatic adjustment or control system can be operated with predetermined characteristics or maps for the strokes and / or frequencies.
  • the automatically operated adjustment device can use the signals corresponding to placed sensors and input information that represent the respective actual state of the installation conditions or installation parameters or their changes.
  • the respective lifting drive is a connecting rod eccentric drive with a rotatably driven eccentric shaft.
  • a toggle eccentric drive could be provided.
  • the respective lifting drive is a hydraulic lifting cylinder drive, wherein by means of the adjustment of the piston stroke and / or the piston stroke frequency is adjustable at least for a Tamperangnabêt, preferably by adjusting the pressure and / or the amount per pressure pulse and / or the pressure pulse frequency of Hydraulic loading of the lifting cylinder drive ,.
  • each Tamperangnabêt is coupled via at least two the hub and the frequency of the lifting drive transmitting couplings with the lifting drive.
  • same or even different strokes can be adjusted.
  • a joint with at least one degree of freedom can preferably be provided for each coupling.
  • at least the stroke is continuously varied over the length of the Tamperangnabitess, optionally at a constant frequency.
  • the hinge may be a hinge or the like. Or even a predetermined bending point.
  • Fig. 1 travels a paver F on lateral Switzerlandholmen 1 a screed B, which is floating with a small positive angle ⁇ relative to a Planum 6 on submitted uncompressed installation material 4, eg bituminous paving material, with a paving speed V in working direction R is moved, and a smoothed and compacted Ceiling layer 3 in a built-in thickness D on the Planum 6 is installed.
  • the installation thickness D with influencing angle of attack ⁇ is adjusted inter alia by height adjustment front articulation points of the traction arms 1 on the paver F by means of hydraulic cylinders 2 and should be kept as constant as possible during installation.
  • a transverse distribution device 5 is provided for the uncompressed installation material 4.
  • the screed has on the front in working direction side tamper T, with the built-in material 4 is compressed.
  • a screed plate 12 is provided on the underside of the screed B, which is the Surface of the ceiling layer 3 smoothes and, as indicated, optionally equipped with unbalanced vibrators that assist the tamper device T in the compression.
  • the screed B can, if appropriate, also in working direction behind the screed plate 12 a high compression device (not shown) having hydraulically acted pressure bars.
  • an outside control stand 7 may be provided, while the road-ready pa F in a cab has a control console 8. Furthermore, in the road-ready pawn F, for example in the control console 8 and / or in the outside steering position 7, an adjustment device E is provided with which at least the stroke of the tamper device T (a mounting material 4 processing tamper strip 13) on the pave width b ( Fig. 2 ) of the screed B can be varied individually. The frequency with which the tamper device T works can also be varied individually within the installation width b by means of the setting device E or a separate setting device (not shown).
  • the screed B may be a rigid screed with invariable pave width, to the side if necessary broadening parts are grown, which then also have a tamper T and a screed 12, wherein the tamper T is then functionally linked to the adjustment E.
  • the screed B a Auszieabolbaubohle with a base board and laterally extendable and retractable Ausziehbohlen tone (see Fig. 2 ), whose paving width b is variable, wherein in the base board and in the Ausziehbohlen tone each have at least one tamper device T and a screed plate 12 are provided.
  • the Ausziehbohlenmaschine if necessary, further widening parts can be mounted, which then also have a tamper T and a screed plate 12.
  • Fig. 2 illustrates the screed B in one embodiment as Auszieheinbaubohle with a base board 9 and two Ausziehbohlen tone 14. Dashed lines on one end side of a Ausziehbohlenteils 14 a widened enlargement part 15 is indicated.
  • the sheet 12 is shown in this schematic representation as a continuous straight line, although it is divided into sections.
  • the tamper T or the tamper strip 13 of the screed B is subdivided within the installation width b in several sections 13a-13e, for example, each with a portion in the Ausziehbohlen constitution 14, the base board 9 and in the widening part 15. Dashed in the base board 9 there is a Division 10 indicated where the base screed 9, for example, for producing a roof profile in the ceiling layer surface (not shown) by means of an adjusting drive 11 is bent.
  • the base board 9 may have a continuous tamper strip section 13b. However, at least two Tamperratnabitese 13 b, 13 c are expediently provided in the base board 9.
  • the installed on the Planum 6 ceiling layer 3 has wedge-shaped cross-section, ie a within the pave width b here substantially continuously from left to right decreasing installation thickness D (maximum dimension D1, minimum dimension D2).
  • the individual strokes of the tamper strip sections 13a-13d are differently adjustable within the installation width b, for example such that each tamper strip section is at least the same in each case despite the different installation thickness Compression generated.
  • the Tamper instrumentalnabites 13a works here with the largest stroke h a .
  • the strokes h b to h d are gradually smaller than the stroke h a .
  • the different strokes h a to h d are by means of the adjustment E (see Fig. 1 ) either remotely controlled before the start of installation or during installation and / or be set during installation.
  • the frequency f of the strokes h for each Tamperancebites 13a-13d within the installation width b can be set individually, if considered appropriate, and as indicated by the notes f a to f d . This may mean that the frequency f a is the highest and the frequency f d is the lowest, or vice versa. Changes in the stroke of each Tamperancebitess 13a-13d can be adjusted steplessly or in predetermined steps remotely. The same goes for the frequency.
  • each tamper strip section 13a-13d interacts functionally with the screed plate 12 lying behind it, it is important that the respective top dead center of a stroke of a tamper strip section is adjusted relatively precisely to the screed plate 12, which is described in US Pat Fig. 2 is indicated by the bottom of the Tamper instrumentalnabête 13a-13d penetrating different depths into the paving material. If a high-compression device should be provided or several vibration devices on the Glättblechen 12, and their compression powers within the installation width b could be varied.
  • Fig. 3 schematically illustrates a section of the tamper device of the screed B.
  • the Tamperratnabites 13a is coupled to a lifting drive 22 with at least two couplings 16, for example, each a kind of connecting rod.
  • the lifting drive 22 includes a means of a rotary drive 18 (eg a hydraulic motor) rotatably driven eccentric shaft 17 which is rotatably supported in bearings 19 in the screed B and not shown in the coupling 16, rotatably arranged eccentric carries from the rotation of the couplings 16 (FIG. Eccentricities e1, e2), the strokes of the Tamperangnabites 13a are derived.
  • the tamper strip section 13a can be displaceably guided, for example, on the front side of the screed plate 12.
  • an actuator 20 is further provided, with which the respective eccentricity e1, e2 can be rotated relative to the eccentric shaft 17 and / or the coupling 16, by means of the adjustment E. This is derived from the eccentricity e1, e2 stroke h of Tamperangnabitess, eg 13a, changed. If the frequency is also to be changed, the adjusting device E also controls the rotary drive 18 individually, in the case of a hydraulic motor, for example via a flow control valve. If the eccentricities e1 and e2 are equal, the couplings 16 may be rigidly connected to the tamper strip portion 13a.
  • the eccentricities e1 and e2 are differentially adjustable in order to set a continuous variation of the stroke a of the tamper strip portion 13a over its length, it is expedient to provide at least one joint 21 having at least one degree of freedom (eg a hinge or a hinge) predetermined bending point).
  • Fig. 4 illustrates another embodiment of the lifting drive 22 for the Tamperangnabites 13 a.
  • the reciprocating drives 23 are, for example, hydraulically operated against return springs pressure pulse cylinder, eg (spring-loaded cylinder) although hydraulically double-acting cylinder would be used.
  • the hydraulic actuation takes place via control members 18 from a pressure source 27, wherein the adjusting device E acts on the control members 28.
  • Fig. 5 illustrates a special form of a screed B, which is designed to install the ceiling layer 3 with a concave parabolic surface profile P, for example, on an at least largely flat Planum 6.
  • the tamper device T or its tamper strip 13 is subdivided over the installation width into a plurality of sections which, for example, as well as the screed plate, define the parabolic profile P and are coupled to individual lifting drives 22.
  • the strokes of the Tamper instrumentalnabête 13a can be varied over the pave width b, adapted to the parabolic profile P so that locally different compression powers are generated so that over the pave width b substantially results in a constant degree of compaction.
  • the adjustment device E is actuated either by the vehicle driver or an operator on the screed B or operates automatically and / or uses signals from sensors, not shown, which determine the relevant installation parameters.
  • the setting means E works with stored characteristics or maps which have been previously determined and under which a selection can be made, and are also inputs, e.g. as setpoints, processed, e.g. in a computerized and optionally programmable control system.
  • the invention thus offers the paver F and the screed B a tool and the ability to respond to locally different installation thicknesses and installation speeds within the working width with locally different settings at least for the hub and possibly also the frequency of the tamper.
  • the screed B of Fig. 2 In order to achieve an even higher resolution, more tamper strip sections than shown, each with its own lifting drives or stroke adjusting options, could be provided in the pull-out screed parts 14, each widening part 15, and in the base screed 9 or each base screed part 9a, 9b.

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

Claims (9)

  1. Procédé pour assurer la pose d'une couche de revêtement (3) compactée en un matériau de revêtement ou d'enrobé (4) non compacté, notamment un matériau de revêtement ou d'enrobé bitumineux, selon une épaisseur de pose (D) et avec une largeur de pose (b) sur une plateforme de chaussée (6), à l'aide d'un finisseur de route (F), qui comporte une table de pose (B) et déplace la table de pose (B) avec une vitesse de pose (V) dans la direction de marche de travail (R), de manière flottante, sur du matériau de revêtement (4) déjà déposé, la table de pose (B) comportant, devant une tôle de lissage (12) en se référant à la direction de marche de travail (R), un dispositif de damage ou de compactage (T), qui comprend au moins un entraînement de course de compactage (22), comporte plusieurs tronçons de barre de damage ou de compactage (13a, 13e) le long de la largeur de pose (b), et peut fonctionner avec une course de compactage (h) susceptible d'être sélectionnée et une fréquence (f) susceptible d'être sélectionnée, et assure au moins le compactage et le lissage superficiel de la couche de revêtement (3), caractérisé en ce que lors de la pose d'une couche de revêtement (3) avec une épaisseur de pose (D) variant le long de la totalité de la largeur de pose (b), transversalement à la direction de marche de travail (R), et/ou une vitesse de pose (V) variant le long de la totalité de la largeur de pose (b), les courses de compactage (h) et/ou les fréquences (f) des tronçons de barre de damage ou de compactage (13a, 13e) sont adaptées localement, transversalement à la direction de marche de travail (R), à des épaisseurs de pose et des vitesses de pose différentes, et sont commandées à distance individuellement de manière différente et/ou réglées pendant le fonctionnement en mode de pose.
  2. Procédé selon la revendication 1, caractérisé en ce que l'allure variable de l'épaisseur de pose (D) et/ou de la surface de la plateforme de chaussée (6) et/ou de la vitesse de pose (V) transversalement à la direction de marche de travail (R) et à l'intérieur de la largeur de pose (b), est déterminée au moyen de données de la plateforme de chaussée (6), de réglages de la table de pose (B), et de capteurs produisant des signaux, et les courses de compactage (h) et/ou les fréquences (f) des tronçons de barre de damage ou de compactage sont réglées individuellement de manière différente, en adaptation à l'allure déterminée, transversalement à la direction de marche de travail (R).
  3. Procédé selon la revendication 1, caractérisé en ce que les courses de compactage (h) et/ou les fréquences (f) des tronçons de barre de damage ou de compactage (13a, 13e) sont réglées, à l'intérieur de la largeur de pose (b) totale, par pas ou de manière continue.
  4. Procédé selon l'une au moins des revendications 1 à 3, caractérisé en ce que les courses de compactage (h) et/ou les fréquences (f) sont réglées pendant le déroulement de la pose.
  5. Finisseur de route (F) comprenant une table de pose (B), qui comporte au moins un dispositif de damage ou de compactage (T) et une tôle de lissage (12), le dispositif de damage ou de compactage (T) comprenant au moins un entraînement de damage ou de compactage (22) et, devant la tôle de lissage (12) en se référant à la direction de marche de travail (R), au moins une barre de compactage (13) s'étendant sur la largeur de pose (b) de la table de pose (B) et subdivisée en tronçons de barre de damage ou de compactage (13a, 13e) le long de la largeur de pose (b), caractérisé en ce que le dispositif de damage ou de compactage présente plusieurs entraînements de damage ou de compactage agencés dans la table de pose (B), en ce que les tronçons de barre de damage ou de compactage sont couplés respectivement à l'un de plusieurs entraînements de damage ou de compactage (22) agencés dans la table de pose (B), et en ce que le finisseur de route (F) ou la table de pose (B) comporte un dispositif de réglage pour au moins régler à distance, sur la totalité de la largeur de pose (b), individuellement des course de compactage (h) différentes des tronçons de barre de damage ou de compactage (13a, 13e) et/ou, sur la totalité de la largeur de pose (b), une fréquence différence pour chaque tronçon de barre de damage ou de compactage (13a, 13e).
  6. Finisseur de route selon la revendication 5, caractérisé en ce que le dispositif de réglage (E) présente un système de réglage ou de régulation automatique pour les courses de compactage (h) et/ou les fréquences (f) des tronçons de barre de damage ou de compactage (13a, 13e), de préférence avec des courbes caractéristiques ou des champs caractéristiques mémorisés ou stockés pour les courses de compactage et/ou les fréquences.
  7. Finisseur de route selon la revendication 5, caractérisé en ce que l'entraînement de course de compactage (22) respectif d'un tronçon de barre de damage ou de compactage (13a, 13e) est un entraînement à bielle et excentrique avec un arbre d'excentrique (17) pouvant être entraîné, et en ce qu'au moyen du dispositif de réglage (E), il est possible de régler l'excentricité (e1, e2) respective et/ou la vitesse de rotation d'entraînement de l'arbre d'excentrique (17) pour le tronçon de barre de damage ou de compactage (13a, 13e).
  8. Finisseur de route selon la revendication 5, caractérisé en ce que l'entraînement de course de compactage (22) respectif est un entraînement à vérin hydraulique de course de compactage, et en ce qu'au moyen du dispositif de réglage (E), il est possible de régler la course de déplacement du piston et/ou la fréquence de mouvement de déplacement du vérin de course de compactage pour le tronçon de barre de damage ou de compactage, de préférence par réglage de la pression et/ou de la quantité par impulsion de pression et/ou de la fréquence d'impulsion de l'alimentation hydraulique de l'entraînement à vérin de course de compactage.
  9. Finisseur de route selon la revendication 7 ou la revendication 8, caractérisé en ce que chaque tronçon de barre de damage ou de compactage (13a, 13e) est couplé à l'entraînement de course de compactage (22) par l'intermédiaire d'au moins deux couplages (16) transmettant la course de compactage (h) et la fréquence (f), et en ce que les couplages du tronçon de barre de damage ou de compactage peuvent être réglés avec des courses de compactage mutuellement identiques ou différentes, chaque couplage (16) présentant, de préférence, une articulation (21) avec au moins un degré de liberté.
EP10002896.8A 2010-03-18 2010-03-18 Procédé et finisseuse de route destinés à la réalisation d'une couche de revêtement compactée Active EP2366832B1 (fr)

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PL10002896T PL2366832T3 (pl) 2010-03-18 2010-03-18 Sposób i wykańczarka do wbudowywania zagęszczonej warstwy wierzchniej
EP10002896.8A EP2366832B1 (fr) 2010-03-18 2010-03-18 Procédé et finisseuse de route destinés à la réalisation d'une couche de revêtement compactée
US13/040,526 US8807866B2 (en) 2010-03-18 2011-03-04 Method and road finisher for laying a compacted finishing layer
JP2011057545A JP5345645B2 (ja) 2010-03-18 2011-03-16 締固め仕上げ層を敷設するための方法及び路面仕上げ機
CN2011100659301A CN102191743B (zh) 2010-03-18 2011-03-18 用于铺设压实整修层的方法和路面整修机

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EP10002896.8A EP2366832B1 (fr) 2010-03-18 2010-03-18 Procédé et finisseuse de route destinés à la réalisation d'une couche de revêtement compactée

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EP2366832A1 EP2366832A1 (fr) 2011-09-21
EP2366832B1 true EP2366832B1 (fr) 2015-09-23

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Publication number Publication date
JP2011196175A (ja) 2011-10-06
PL2366832T3 (pl) 2016-03-31
CN102191743B (zh) 2013-11-27
EP2366832A1 (fr) 2011-09-21
US8807866B2 (en) 2014-08-19
US20110229266A1 (en) 2011-09-22
CN102191743A (zh) 2011-09-21
JP5345645B2 (ja) 2013-11-20

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