EP1582629B1 - Finisseuse et procédé pour la pose simultanée de plusieurs couches de matériaux - Google Patents

Finisseuse et procédé pour la pose simultanée de plusieurs couches de matériaux Download PDF

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Publication number
EP1582629B1
EP1582629B1 EP04025076A EP04025076A EP1582629B1 EP 1582629 B1 EP1582629 B1 EP 1582629B1 EP 04025076 A EP04025076 A EP 04025076A EP 04025076 A EP04025076 A EP 04025076A EP 1582629 B1 EP1582629 B1 EP 1582629B1
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EP
European Patent Office
Prior art keywords
screed
paver
chassis
paving
front side
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
EP04025076A
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German (de)
English (en)
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EP1582629A1 (fr
Inventor
Dieter Schwenninger
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
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Joseph Voegele AG
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Publication date
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Publication of EP1582629A1 publication Critical patent/EP1582629A1/fr
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Expired - Fee Related legal-status Critical Current
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    • 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

Definitions

  • the invention relates to a paver according to the preamble of patent claim 1 and a method according to the preamble of claim 18.
  • the structure of the road paver is relatively expensive. It results in a high working height, with the requirement to attach removable components for transport overhead.
  • the weight of the paver is high, especially in the rear of the chassis, so that possibly rear cantilevered outriggers with wheels are needed.
  • the invention has for its object to provide a paver of the type mentioned, which is structurally simple, compact and lightweight, and to provide a method with which a multi-layer installation is easier to perform.
  • the loading of one, in front of the chassis, the lower layer incorporating screed apparatus requires only little effort and is procedurally simpler than in the known finished. In this way, a simple and inexpensive construction of the paver is achieved, with the advantage of lower height and lower weight.
  • the previous prejudice against driving a freshly installed layer by the paver proves to be a misjudgment, surprisingly, because with modern screeds easily for most types of solid material compaction can be generated, which easily withstands the mechanical stress of the chassis.
  • the screed placed at the front improves the weight distribution in the paver and does not significantly hinder the usual load from a preceding tipper truck or a feeder.
  • the screed supported behind the chassis on the chassis builds the upper layer.
  • the paver is not only useful for concrete paving but also for asphalt paving, or even for combinations of these paving types.
  • Other material can also be processed with the paver, provided that it can be sufficiently compacted.
  • the same type of built-in material is installed by the front and rear screeds, because this simplifies the loading process.
  • the front and rear screeds can also Different types of built-in types of the front and rear screeds are installed.
  • the lower layer is installed and compacted with a direct feed of the screed placed in front of the landing gear, while each upper layer is installed and compacted only on the compacted lowermost layer and behind the chassis.
  • the compression device is a high compression device that generates at least one degree of compaction that easily tolerates the driving on the chassis and possibly even higher than would be required only for driving under the total weight of the paver.
  • the front screed is supported in a selectable height and / or angle of attack setting, but directly fixed to the chassis.
  • a significant portion of the total weight of the paver resting on the chassis can be used profitably for a high degree of compaction.
  • the layer thickness can be determined by the setting of the screed.
  • the front screed is placed in front of the chassis front end and at least partially below a filling area of the bunker.
  • the front screed should have at least one high compression squeeze bar with pressure bar drives, e.g. hydraulic nature, and at least one Tamper advisor with, preferably hydraulic, Tamperangnantrieben. These two component groups produce sufficiently high densities and good flatness of the built-in and compacted bottom layer.
  • the front screed is a screed body of a screed portion of a standard screed or standard screed screed (without screed portions).
  • This screed body builds low and not very deep, whereby the Beschickmik for the bunker are affected only insignificantly.
  • the screed body used as the front screed thus corresponds, for example, to a scaled down screed part of a standard screed or standard screed screed, i. does not need to be custom made.
  • the front screed thanks to the strong thrust of the chassis could readily obstruct the lower layer on the planum uniformly from a sufficiently large built-template, it may be appropriate to provide at least one transverse distribution device in front, for example, a cross auger arrangement or a Quererverteilatt- Arrangement.
  • a cross distributor blade or several transverse distributor blades also offer the advantage of low weight, simple drive and low depth in installation working direction.
  • the front screed is suitably pivotally adjustable in a direct support on the chassis on a transverse axis and fixable in selectable pivot positions, preferably via at least one arranged between the screed and the chassis adjustment drive.
  • the screed with the relative to the transverse axis or relative to the chassis should be adjustable in height and fixable. The reaction forces from the installation of the paving material are thus introduced directly into the chassis on which rests the total weight of the paver.
  • the front screed has a working width greater than the track width of the chassis, and according to the working width of the arranged behind the chassis screed.
  • the working width of a screed body a base screed part are not sufficient for the desired working width, broadening parts can, as usual, be grown laterally.
  • the front screed could be a pull-out screed with side pull-out screed parts. This embodiment may be useful for multi-layer installation of asphalt-built-in.
  • the structural complexity can be reduced if the pressure bar drives and / or the tamper bar drives are connected via supply lines directly to the power supply of pressure bar drives and / or tamper bar drives in one of the screeds arranged behind the landing gear. However, this does not preclude providing a separate power supply and power control for the one front screed. Although the front screed does not necessarily require vibrators, if desired, vibrators for the screed plates may also be incorporated.
  • the loading of the paver with built-in material can be simplified if above the front screed, a pitched roof-shaped Schüttfestan Aunt is provided, which extends forward to the screed and back to the filling of the bunker.
  • the property delivered by a tipper truck or a feeder can be thrown off before it by the bulkhead arrangement on the one hand in the bunker and on the other hand to form a template in front of one, front screed.
  • the bulkhead arrangement is provided with a pull-in spout which grips downwardly in front of the screed and to which the transverse distribution device can be arranged.
  • the intake snout improves the distribution of the paving material and avoids excessive contamination of the front screed.
  • the bulk surfaces could be formed by sheets and / or rubber sheets. A simple design uses a rubber hood attached to the chassis.
  • the transverse axis defining cross tubes of a tubular frame of the screed are mounted on the chassis or a cross-member chassis cross arms mounted, and thecoreneinstell noise between the cross tubes and the arms is provided to adjust the angle of attack of the screed and to fix. Furthermore, the adjusting drives for adjusting the altitude of the transverse axis or the screed between the screed and the chassis crossmember are classified. This results in a good transfer of reaction forces into the chassis.
  • the front screed with its accessory components is expediently a subassembly which can be removed by the paver.
  • a single-ply paver can be easily converted to a multi-ply paver with only minor modifications to the front end of the chassis. For example, only the pinch rollers for loading from a dump truck to be dismantled to install the one, front screed can.
  • the paver is for installing a fixed roadway body, e.g. a rail track for the web, with a width up to about 3.0 m with a crawler chassis, the front high-compaction screed before and another, floating pulled high density screed behind the crawler chassis equipped with the required working width exhibit.
  • the working widths can be equal to each other.
  • the screeds are aligned with each other in the longitudinal direction of the paver.
  • the two screeds are even basic screed parts of standard screeds and standard Auszieubbohlen.
  • the method is suitably carried out in such a way that a solid roadway, e.g. a track body is installed up to a width of about 3.0 m from two superimposed concrete layers.
  • a solid roadway e.g. a track body is installed up to a width of about 3.0 m from two superimposed concrete layers.
  • a paver F in Fig. 1 is used for simultaneous installation of several superimposed slipper layers L1, L2, in particular of concrete and / or asphalt, on a subgrade P, which has been subjected to a preparation treatment.
  • the paver F has a chassis 1, which runs on a chassis 2, here, for example, a crawler chassis, driven by a primary drive source 3, in installation working direction R. Behind the primary drive source 3, a driver's cab 4 is provided, while in front of the primary drive source 3 on or in the chassis 1 a Gutbunker 5 is provided for built-in. From Gutbunker 5 a dashed lines indicated longitudinal conveyor 6 extends to the rear end of the chassis 1 and to a transverse distribution device 7 provided there, z. B. a cross auger arrangement. At the side of the chassis 1 hinged Wergemen 6 is placed behind the transverse distribution device 7 screed B2 floating.
  • the rear screed B2 has a base screed part 9 with a lower screed body 11, and possibly even laterally extendable screed parts 10.
  • At least the basic screed part 9 is equipped with at least one tamper strip 12 driven by hydraulic motors (not shown) and one or more pressure bars 13 with, for example hydraulic, threshold drives (not shown) and rotary valves which are parts of a compacting device of the screed B2, eg correspondingly DE-C-31 14 049 or DE-C-32 09 989 ,
  • a screed B1 is arranged so that they can install and compress the lower layer L1 in front of the chassis 2 from a built-in template V1.
  • This screed B1 is also equipped with a compression device, for example with at least one tamper strip 14 with, for example, hydraulic drives and at least one pressure bar 13, with, for example, hydraulic drives.
  • the front screed B1 is a front transverse distribution device 15, 16 assigned, for example, a transverse drive cylinder 16 with at least one distribution blade 15, which is transversely to the installation working direction R back and forth to the built-in material from the template Distribute V1 evenly.
  • side shields can be provided as usual on the screed B1.
  • the deployment angle of the screed B1 is adjustable about a transverse axis 17, via an adjustment drive indicated by a double arrow 19. Furthermore, the screed B1 in height direction (double arrow 18) by a height adjustment device, not shown, adjustable.
  • the front screed B1 is fixed relative to the chassis 1 in the respectively selected pivot position (angle of attack) or altitude and then supported directly on the chassis 1.
  • the hydraulic drives of the pressure bar 13 and the tamper bar 14 are connected via supply lines 21 with a power supply of tamper strip 12 and the pressure bar 13 of the placed behind the chassis 2 screed B2, so they do not own power control devices such as rotary valves or flow control valves need. Alternatively, however, such power control devices could also be included in the one screed B1 and connected to the hydraulic supply of the paver.
  • each screed B1, B2 is expediently a high-compression device, so that with the screed B1 placed in front of the undercarriage 2, the lower layer L1 can be installed with a degree of compaction which easily withstands the direct driving through the undercarriage 2 under the total weight of the paver F, or even higher.
  • the built-in material for the rear screed B2 is filled in the bunker 5, for example by a tipper truck or a feeder.
  • the built-in material for the front screed B1 is brought for example by the same truck or feeder before this on the P Planum to form the template V1.
  • a built-in template V2 is formed and distributed at the transverse distribution device 7 of the rear screed B2, so that the rear screed B2 can incorporate the upper layer L2 therefrom and compact it during installation.
  • the lower layer L1 is installed by the front screed B1 and compressed so far that the chassis 2 can easily drive on the compacted bottom layer L1, before behind the chassis 2 through the rear screed B2, the upper layer L2 is installed and compacted.
  • Both screeds B1, B2 have the same pave width, which is wider than the track width of the chassis 2, for example. It can be processed by both screeds B1, B2 the same type of slotted material, or it can be processed different types of paving material, in which case it must be ensured that the feed operations to the front screed B1 and Bunker 5 run separately.
  • the thicknesses of the layers L1, L2 may be the same or different.
  • the front screed B1 is expediently a screed body 11 of a screed part 9 of a standard screed.
  • Sliding screed parts indicated at the rear screed B2 may be present or omitted. They remain, if a certain working width, according to the working width of the front screed B1 is driven pushed.
  • the front screed B1 as the rear screed B2, could be designed as a pull-screed with laterally extendable Auszieh-screed parts.
  • Fig. 1 the front screed B1 is firmly supported relative to the chassis 1, so that the resting on the chassis 1 total weight of the paver F helps with the compression.
  • the front screed B1 could also be pushed or pulled floating, with sliding beams similar to the Switzerlandholmen 6, the angle of attack then firmly connected to the sliding beams front screed B1 adjusted by adjusting the height of the pivot points of the sliding beams on the chassis 1 would.
  • Fig. 2 schematically illustrates a part of a paver F, which can be used as a non-limiting embodiment, to a fixed lane, such as a railway tracks for the track to be made of two concrete layers, for example, in a width up to 3.0 m.
  • a rear screed B2 a base screed part as the base screed part 9, 11 in Fig. 1 (Without pullout-screed parts) with a working width of 3.0 m or a basic width of 2.5 m and two lateral extension parts of 25 cm with a compression device (high compression device) provided while the front screed B1 only a screed body 11 of a screed part. 9 can be provided.
  • a chassis crossbar 25 provided as usual lateral, forwardly extending arm 24 are fixed, which receive in pockets of transverse tubes of a tubular frame of the screed B1, which define the pivot axis 17.
  • the adjustment 19 are classified, for example in the form of Spannschlössem or hydraulic cylinders or the like.
  • the reference numeral 28 indicates, for example, the hydraulic actuators for the tamper strip 14, while, for example, hydraulic drives 29 are provided for the two pressure bars 13.
  • a Schütt vomanix in saddle roof-shaped training with shaking plates and / or rubber plates 25, 26 shown, a sloping ramp in the filling of the bunker 5 (for the built-in material of the rear screed B2) and in an installation working direction R forward obliquely sloping ramp (for the built-in to the front screed B1) forms.
  • a pulled-down pull-in spout 27 made of sheet metal and / or rubber, which covers the tamper strip 14 from the front.
  • transverse distribution device for example, from the hydraulic cylinder 16 with the distribution blades 15 is in Fig.
  • the pad surface assembly 25, 26, together with the gripping spout 27, could be a hood made of semi-rigid rubber material covering the screed B1, guiding the product to be mounted, and detachably secured to the chassis 1 at suitable locations.
  • the respective screed B1, B2 takes the tamper strip 14 before a pre-compaction and flattening before the at least one pressure bar 13 produces the final degree of compaction, which is at least sufficient to exclude damage to the lower layer L1 when driven by the chassis 2.
  • the pressure bars 13 are acted upon with threshold force pulses down to compress the lower layer L1 to Planum P without noticeable impact.
  • the Planum P is pretreated to be reasonably flat and free of larger objects.
  • the landing gear is moved to underlying planks or ramps R in installation working direction R, and the angle of attack and the altitude of the front screed B1 are adjusted according to the thickness of the lower layer L1. Similarly, the rear screed B2 is einjustiert.
  • more than just a screed B2 expediently each with its own Switzerland Hämen 6, may be provided. If different types of paving material are processed, more than just a bunker 5 could be provided, in which case the bunker for the front screed without longitudinal conveyor and, for example, deposits the item by gravity on controlled dosing or the like. Places directly before the screed, where appropriate appropriate sensor of a scheme to ensure an always sufficient template.
  • the front screed B1 could eventually be a custom-made adaptation to the particular installation and loading conditions in front of the paver.
  • the front screed B1 with its accessory components expediently a removable subassembly of the paver F, which is slightly modified compared to a standard version with front castors to be converted from einlagigem installation behind the chassis or multi-layer installation behind the chassis on multi-layer installation in front of and behind the chassis 2 to become.
  • the bulkhead arrangement 25, 26 in Fig. 2 is useful for feeding both screeds B1, B2 with the same type of sludge from a tipper truck or by means of a feeder that not only promotes the bunker 5, but also throws the template V1. If different types of built-in material are processed, then, for example, two feeders could be loaded laterally offset from each other into the bunker 5 and in front of the front screed B1. Another possibility would be to load the bunker 5 from the side, and to form the template V1 from the front.
  • the invention consists in a paver F on the chassis in front of the chassis 2 (crawler chassis or wheels chassis) to provide a screed B1 with a compression device with which a lower layer can be installed and so far compacted that the chassis without Damage to the built-in lower layer can drive on it, before possibly another upper layer is installed behind the chassis.

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

Claims (19)

  1. Finisseuse (F) destinée à la pose simultanée d'au moins deux couches de matériau (L1, L2) superposées, en particulier en béton et/ou en asphalte, sur un terrain (P), comprenant un châssis (1) porté par un chariot (2) et sur lequel sont disposés au moins une trémie (5) et au moins un convoyeur longitudinal (5) et sur lequel s'appuient au moins deux madriers de pose (B1, B2) distants dans le sens de marche de la pose (R), comprenant respectivement un dispositif de compactage et parmi lesquels au moins l'un est disposé sous le chariot (2), caractérisée en ce qu'un madrier de pose (B1) destiné à poser une couche inférieure (L1) est disposé sur la zone d'extrémité avant du châssis (1) dans le sens de marche de la pose (R) et comprend un dispositif de compactage (13, 14) destiné à produire un degré de compactage dans la couche inférieure (L1) résistant au passage direct du chariot (2).
  2. Finisseuse selon la revendication 1,
    caractérisée en ce que le dispositif de compactage (13, 14) comporte un dispositif de compactage élevé (13).
  3. Finisseuse selon la revendication 1,
    caractérisée en ce que le madrier de pose avant (B1) s'appuie directement sur le châssis (1) dans une position fixe de réglage de la hauteur et/ou de l'angle d'inclinaison durant le fonctionnement et pouvant être sélectionnée.
  4. Finisseuse selon la revendication 1,
    caractérisée en ce que le madrier de pose avant (B1) s'appuie en traction ou poussée flottante sur le châssis (1).
  5. Finisseuse selon la revendication 1,
    caractérisée en ce que le madrier de pose avant (B1) est placé devant l'extrémité avant du châssis et au moins en partie au-dessous d'une zone de remplissage de la trémie (5).
  6. Finisseuse selon la revendication 2,
    caractérisée en ce que le madrier de pose avant (B1) contient au moins un profilé de serrage à compactage élevé (13) doté d'entraînements de profilé de serrage (29) et au moins un profilé de bourrage (14) doté d'entraînements de profilé de bourrage (28).
  7. Finisseuse selon la revendication 1,
    caractérisée en ce que le madrier de pose avant (B1) est formé par un corps de madrier (11) d'une partie de madrier de base (9) d'un madrier de pose standard ou d'un madrier de pose télescopique standard.
  8. Finisseuse selon la revendication 1,
    caractérisée en ce qu'au madrier de pose avant (B1) est associé un dispositif d'épandage transversal situé devant, de préférence une vis sans fin transversale ou une lame d'épandage transversal (15).
  9. Finisseuse selon la revendication 3,
    caractérisée en ce que le madrier de pose avant (B1) peut être déplacé de façon pivotante et immobilisé sur un axe transversal (17), de préférence sur au moins une transmission de déplacement (19) disposée entre le madrier de pose (B1) et le châssis (1), et peut être déplacé en hauteur et immobilisé avec l'axe transversal (17) ou par rapport à celui-ci par rapport au châssis (1).
  10. Finisseuse selon la revendication 1,
    caractérisée en ce que le madrier de pose avant (B1) comprend une largeur de travail supérieure à la largeur de voie du chariot (2) et en fonction de la largeur de travail au moins du madrier de pose (B2) disposée derrière le chariot (2), éventuellement réglée avec des parties d'élargissement ajoutées.
  11. Finisseuse selon la revendication 1,
    caractérisée en ce que le madrier de pose avant (B1) est un madrier de pose télescopique doté de parties de madrier télescopiques.
  12. Finisseuse selon la revendication 6,
    caractérisée en ce que les entraînements de profilé de serrage (29) et/ou les entraînements de profilé de bourrage (28), de préférence hydrauliques, sont raccordés directement par des boudins d'alimentation (21) à l'alimentation en énergie des entraînements des profilés de serrage et/ou des entraînements des profilés de bourrage dans le madrier de pose (B2) disposé derrière le chariot (2).
  13. Finisseuse selon au moins l'une des revendications précédentes, caractérisée en ce qu'un système de surfaces inclinées (25, 26) en forme de toit à deux pentes, comprenant de préférence une embouchure d'alimentation (27) orientée vers le bas devant le madrier de pose (B1) et devant laquelle est disposé le dispositif d'épandage transversal (15, 16), est prévu au-dessus du madrier de pose avant (B1).
  14. Finisseuse selon la revendication 13,
    caractérisée en ce que le système de surfaces inclinées (25, 26) est réalisé avec des tôles et/ou des plaques de caoutchouc.
  15. Finisseuse selon la revendication 3,
    caractérisée en ce que le madrier de pose avant (B1) comprenant des tubes transversaux définissant l'axe transversal (17) est accroché dans des avant-bras (24) installés sur le châssis (1) et/ou une traverse de châssis (23), en ce que le dispositif de réglage de la hauteur (18) est prévu entre les tubes transversaux et les avant-bras, et en ce que les transmissions de déplacement (19) sont intégrées entre le madrier de pose (B1) et la traverse de châssis (23).
  16. Finisseuse selon l'une quelconque des revendications 1 à 15, caractérisée en ce que le madrier de pose avant (B1) forme avec ses composants accessoires un sous-ensemble pouvant être ôté de la finisseuse (F).
  17. Finisseuse selon au moins l'une des revendications précédentes, caractérisée en ce que la finisseuse (F) destinée à poser un corps de chaussée fixe, par exemple un corps de voie, et avec une largeur allant jusqu'à 3,0 m environ, comprend un châssis à chenilles (2), l'un des madriers de pose à compactage élevé (B1) étant situé devant le châssis à chenilles (2) et un autre madrier de pose à compactage élevé (B2) en traction flottante étant situé derrière le châssis à chenilles (2), et en ce que les madriers de pose (B1, B2) comprennent des largeurs de travail identiques, éventuellement réglées en utilisant des pièces rapportées, et sont en alignement l'un avec l'autre dans la direction longitudinale de la finisseuse.
  18. Procédé de pose simultanée de plusieurs couches de matériau (L1, L2) superposées, en particulier en béton et/ou en asphalte, comprenant une finisseuse (F) selon la revendication 1 sur un terrain (P), la finisseuse (F) comprenant un châssis (1) porté par un chariot (2) et sur lequel s'appuient au moins deux madriers de pose (B1, B2) distants dans le sens de marche du travail de pose (R), comprenant respectivement au moins un dispositif de compactage (13, 14), et dans lequel une couche inférieure (L1) est tout d'abord posée et compactée puis au moins une couche supérieure (L2) est posée et compactée sur la couche inférieure (L1), caractérisé en ce que la couche inférieure (L1) est posée dans le sens de marche du travail de pose (R) devant le châssis (2) et compactée au moins jusqu'à un degré de compactage résistant au passage du chariot (2), en ce que le chariot (2) roule sur la couche inférieure compactée (L1) lors de la pose de la couche supérieure (L2), et en ce que la au moins une couche supérieure (L1) est posée et compactée sur la couche inférieure (L1) sur laquelle le chariot a circulé derrière le train de roulement (2).
  19. Procédé selon la revendication 18, caractérisé en ce qu'une chaussée fixe, par exemple un corps de voie, est posée sur le terrain (P) à partir de deux couches de matériaux en béton (L1, L2) jusqu'à une largeur de 3,0 m environ.
EP04025076A 2004-04-02 2004-10-21 Finisseuse et procédé pour la pose simultanée de plusieurs couches de matériaux Expired - Fee Related EP1582629B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004016419 2004-04-02
DE102004016419A DE102004016419A1 (de) 2004-04-02 2004-04-02 Fertiger und Verfahren zum gleichzeitigen Einbauen mehrerer Einbaugut-Lagen

Publications (2)

Publication Number Publication Date
EP1582629A1 EP1582629A1 (fr) 2005-10-05
EP1582629B1 true EP1582629B1 (fr) 2009-10-14

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EP04025076A Expired - Fee Related EP1582629B1 (fr) 2004-04-02 2004-10-21 Finisseuse et procédé pour la pose simultanée de plusieurs couches de matériaux

Country Status (5)

Country Link
US (1) US7284929B2 (fr)
EP (1) EP1582629B1 (fr)
JP (1) JP4054031B2 (fr)
CN (1) CN100557133C (fr)
DE (2) DE102004016419A1 (fr)

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EP2025811B1 (fr) * 2007-08-16 2019-04-24 Joseph Vögele AG Procédé pour l'application d'une couche de revêtement et finisseuse pour exécuter ce procédé
DE102008008740A1 (de) * 2008-02-12 2009-08-13 Dynapac Gmbh Mehrschichtenstraßenfertiger
US20090263193A1 (en) * 2008-04-21 2009-10-22 Siegfried Mayer Paver hopper flap suspension system
US8282312B2 (en) * 2009-01-09 2012-10-09 Caterpillar Inc. Machine system operation and control strategy for material supply and placement
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DE102011101798A1 (de) * 2011-05-17 2012-11-22 Bilfinger Berger Ingenieurbau Gmbh Fertiger
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JP4054031B2 (ja) 2008-02-27
CN100557133C (zh) 2009-11-04
CN1676752A (zh) 2005-10-05
US7284929B2 (en) 2007-10-23
US20050220540A1 (en) 2005-10-06
EP1582629A1 (fr) 2005-10-05
DE102004016419A1 (de) 2005-10-20
DE502004010227D1 (de) 2009-11-26

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