EP2322716B1 - Finisseuse de route - Google Patents

Finisseuse de route Download PDF

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Publication number
EP2322716B1
EP2322716B1 EP09013220.0A EP09013220A EP2322716B1 EP 2322716 B1 EP2322716 B1 EP 2322716B1 EP 09013220 A EP09013220 A EP 09013220A EP 2322716 B1 EP2322716 B1 EP 2322716B1
Authority
EP
European Patent Office
Prior art keywords
frame
supplemental weight
chassis frame
paving
displacement
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
EP09013220.0A
Other languages
German (de)
English (en)
Other versions
EP2322716A1 (fr
Inventor
Günter Zegowitz
Klaus Oettinger
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 PL09013220T priority Critical patent/PL2322716T3/pl
Priority to EP09013220.0A priority patent/EP2322716B1/fr
Publication of EP2322716A1 publication Critical patent/EP2322716A1/fr
Application granted granted Critical
Publication of EP2322716B1 publication Critical patent/EP2322716B1/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

Definitions

  • the invention relates to a road paver according to the preamble of patent claim 1.
  • variable ballast system of the DE 10 2008 049 409 A1 US Pat. No. 7,497,641 B1
  • the variable ballast system of the DE 10 2008 049 409 A1 US Pat. No. 7,497,641 B1
  • the pump serves as an actuator for adjusting the ballast mass depending on whether the screed is relative to the chassis frame in the lowered position or the excavated transport position.
  • a sensor device scans the position of the screed and provides the signals for adjusting the ballast mass via a controller.
  • the ballast mass may alternatively be a flowable material, such as ball bearing balls.
  • the actuator is actuated by the screed controller or a set of screed controls to change the position of the center of gravity of the paver based on the screed position.
  • a solid ballast element could be moved by means of an actuator.
  • the moveable solid ballast member could be carried by mechanical ballast support members located at different positions of the paver.
  • the actuator could be hydraulic or extendable.
  • variable ballast system in a paver is to ensure sufficient traction on the rear axle for built-in driving with lowered screed, and for transport on public roads optionally the high excavated rear scoop to reduce road traffic regulations.
  • US 2009/0175681 A1 is a mounted on a uniaxial, powered chassis, hand-driven Betonrüttelbohle known.
  • the landing gear is provided with a top-mounted balance weight system in which a plurality of counterweight plates are slidable and fixable along a longitudinal guide rail relative to the axle of the landing gear to adjust the pressure of the vibrating beam directed downward into the concrete.
  • a road roller in which a ballast weight in the chassis between the front axle and the rear axle is displaceable for Walzdrückeingnagnagna.
  • the bal-load weight can be adjusted via a crank-operated cable.
  • GB 2 345 048 A discloses for a forklift a longitudinally adjustable counterweight whose adjustment positions are adjusted via a hydraulic cylinder and a chain drive.
  • the invention has for its object to provide a structurally simple and functionally reliable street paver whose ballast system without proper movements of the ballast mass is universally ahpassbar to different driving conditions.
  • the paver can be adapted to different driving conditions in a structurally simple and functionally reliable way. If, for example, the transport travel position is set on the operating mode selector switch so that the paver can be moved on public roads at relatively high speed, the additional metal weight can be adjusted such that the rear axle load does not exceed the prescribed load limits and, at the same time, because of the higher front axle load, the lateral guidance of the paver via the steerable Front wheels is improved. For example, if the switch is placed in the installation position to allow the paver to be moved on site with extremely low installation speed, the extra metal weight can be moved rearward to adjust the rear axle load for optimum traction on the rear axle.
  • the chassis frame designed as a frame grid for the integration of this variable ballast system requires little or no modifications compared to known and proven chassis concepts.
  • the additional metal weight can be adjusted as required in the different displacement positions within the frame grid.
  • the combination of designed as a frame grid with at least longitudinal and cross struts chassis frame with the variable ballast system uses in an ideal way the structural conditions in the frame grid for structurally simple integration of the additional metal weight on, under or inside the frame grid.
  • the additional metal weight is made of sheet steel, as it is used, for example, to create the frame grid. If necessary, the steel sheet can be combined with heavy metal to concentrate a heavy mass in a small space.
  • the additional metal weight is mechanically locked in relation to the frame grid by means of locking elements of centering receptacles which are adjustable in countermatches of centering mandrels.
  • centering receptacles which are adjustable in countermatches of centering mandrels.
  • the predetermined displacement positions are suitably chosen so that when driving on public roads, the rear axle load of the paver limits the regulations and the steerability of the front wheels are improved, however, sufficient traction in Deutschenachs Kunststoff is achieved with EinbauArbeitsfahrt when the road finisher with low Einbauarbeitsfahrt speed on the Construction site is moved.
  • a predetermined displacement position in each case the transport travel position and the other shift position of Einbaufahrt ein the mode selector switch assigned.
  • an automatic can be provided, which ensures that when switching the switch and / or if the switch is in the respective position, the additional metal weight has assumed or assumed the correct displacement position within the frame grid.
  • the additional metal weight is in the Transportfahrt ein associated shift position in the longitudinal direction of the frame grid closer to the bunker, however, in the Einbaufahrt ein associated shift position closer to the screed.
  • the additional metal weight could be in the range of at least one front axle (with two front wheels per paver side above the axes of the two front wheels), but in the other displacement position in the range of at least one rear axle (in the case of two rear wheels per paver side above the two rear axles)
  • the variable ballast system with this design can also be used for a paver with a crawler track or with a combination of a crawler track with a wheel gear.
  • the actuator comprises a chain drive, spindle drive or hydraulic cylinder.
  • the chain drive, spindle drive or hydraulic cylinder can, preferably for automatic adjustment of the additional metal weight in each case in the predetermined displacement position on the actuating side with the mode selector switch in a connection are transmitted via the control commands, so that the driver does not need to worry about the adjustment of the additional metal weight, but the additional metal weight is brought into the respective correct displacement position when the driver operates the mode selector switch accordingly.
  • this should not preclude providing a separate operation of the variable ballast system, which is selectively activated by the driver when he wants to adjust the center of gravity of the paver in the longitudinal direction.
  • a mechanical drive e.g. provided with a crank, a hand pump, or the like, which makes it possible to adjust the additional metal weight even when not operated paver by hand.
  • the additional metal weight can be supported by rollers running in guide rails, wherein the rollers are arranged either on the additional metal weight or on the frame grid.
  • the frame grate offers ideal conditions for accommodating especially the guide rails, because optionally longitudinal struts of the frame grate can be used for this task.
  • the additional metal weight can be mounted in a chain drive loop, which runs over deflecting wheels and a drive wheel, which is coupled to a drive motor, for example, combined with a hydraulic motor or an electric motor or with a spindle drive.
  • the centering recordings with stops provided therein also define the predetermined shift positions for the additional metal weight.
  • the additional metal weight is integrated with the guide rails and the actuator, preferably a chain drive, spindle drive or hydraulic cylinder, completely in the frame grid.
  • the frame grid is customizable with the variable ballast system as a prefabricated assembly. This should not preclude retrofitting already designed frame gratings subsequently with the variable ballast system or to arrange the ballast system on top or under the frame grid.
  • Fig. 1 . 2 and 3 illustrate one of various possible embodiments of a paver F with a variable ballast system V.
  • the paver F in Fig. 1 has as a chassis 1 a wheel gear on a chassis frame 2.
  • the chassis 1 comprises per paver side a steerable front wheel 3 on a front axle 4 and a rear wheel 5, which is driven on a rear axle 6.
  • the front wheel 3 can be permanently or selectively driven.
  • two front wheels 3 could be arranged one behind the other on a rocker, and / or two rear wheels 5 on two rear axles, wherein at least one rear wheel or both rear wheels are driven, and optionally permanently or alternatively at least one of the front wheels 3 (FIG. Not shown).
  • the chassis 1 could comprise a crawler undercarriage, possibly combined with a wheeled chassis.
  • the chassis frame 2 is designed as a frame grid with at least longitudinal and transverse struts 33, 34 (FIG. Fig. 3 ) and internal cavities formed.
  • a bunker 7 is arranged for paving material at the front end of the paver F, which can have over bunkers 21 adjustable bunker walls 20.
  • a drive unit 9 is placed on the chassis frame 2.
  • Behind it is a cab 10 with a control panel 11, which is associated with a mode selector switch 12. With the switch 12, the driver can change the paver between transport travel on public roads and with relatively high speed and installation drive on a construction site with very low Einbaufahrt ancient.
  • Behind the chassis frame 2 is at least one screed B, which is articulated via Werner 14 to articulation points 13 of the chassis frame 2, wherein the articulation points 13 may be adjustable in height.
  • a longitudinal conveyor 8 to the rear chassis frame end on which a transverse distributor device 16 is mounted.
  • hydraulic cylinders 15 are connected, which are supported either on the chassis frame 2 or on the cab 10 on the chassis frame 2.
  • the hydraulic cylinders 15 have several tasks: For a transport ride, for example, on public roads, the screed B, as in Fig. 1 shown, lifted and locked, taking the relatively high weight of the screed B, the rear axle 6 additionally charged.
  • the screed B is lowered onto the subgrade or the paving material and dragged floating (floating position of the hydraulic cylinder 15), the weight of the screed B, the rear axle 6 is no longer loaded, so that sufficient traction is required for the rear wheels to the Drag resistance of screed B to overcome.
  • the screed may optionally deemedtlastet during installation work travel on the hydraulic cylinder 15 and / or hydraulically blocked against rising.
  • the paver F in Fig. 1 comprises a variable ballast system V with at least one additional metal weight 17 slidable in guides 18 longitudinally above, below, or as shown within the chassis frame 2, ie the frame grid, to provide axle load during transport (as shown in solid lines) to increase on the front axle 4 and reduce the axle load on the rear axle 6, or (dashed lines indicated) to reduce the axle load on the front axle 4 during installation work travel and to increase the axle load on the rear axle 6 for sufficient traction of the rear wheels 5.
  • V variable ballast system V with at least one additional metal weight 17 slidable in guides 18 longitudinally above, below, or as shown within the chassis frame 2, ie the frame grid, to provide axle load during transport (as shown in solid lines) to increase on the front axle 4 and reduce the axle load on the rear axle 6, or (dashed lines indicated) to reduce the axle load on the front axle 4 during installation work travel and to increase the axle load on the rear axle 6 for sufficient traction of the rear wheels 5.
  • the additional metal weight 17 can be brought into at least two predetermined displacement positions in the chassis frame 2 (for example, the two in Fig. 1 shown positions in the region of the front axle 4 or in the region of the rear axle 6), but may also be set in any number or several predetermined intermediate positions.
  • the here two predetermined shift positions are highlighted with I and II.
  • the actuator 19 could also be actuated via its own control, which the driver can activate independently of the actuation of the switch 12.
  • a mechanical / hydraulic drive eg via a crank or with a hand pump.
  • Fig. 2 shows in a front view of the paver F of Fig. 1 the bunker walls 20 of the bunker 7 in solid lines, for example for the Einbaufahrt, wherein the bunker walls 20 protrude beyond the outer contour of the chassis frame 2.
  • Bunkertreatment 20 are shown in the folded positions to minimize the transport width for transport travel.
  • the variable ballast system V is arranged so that the additional metal weight 17 between the front wheels 3 and the rear wheels 5, for example below the level of the bottom of the bunker 7 is located.
  • the guides 18 for the additional metal weight 17 may be guide rails 23 in which rollers 22 mounted on the additional metal weight 17 are guided.
  • the guide rails 23 may be, for example, longitudinal struts 35 of the frame grid which forms the chassis frame 2 ( Fig. 3 ).
  • the additional metal weight 17, which is made of sheet steel, may be supplemented by heavy metal inserts.
  • Fig. 3 an embodiment of the variable ballast system V in the chassis frame 2 is indicated.
  • the arranged on the additional metal weight 17, lateral rollers 22 run in guide rails 23.
  • centering pins 29 project, at least in the respective predetermined displacement position I or II retract in Zentrieraidn 30 to center the additional metal weight 17.
  • the centering receptacles 30 can also define the predetermined displacement positions I, II with stops 33. Further, the additional metal weight in the respective predetermined displacement position I or II via adjustable locking elements 31 of the centering 30 and counter-receptacles 32 in the centering pins 29 mechanically locked.
  • a chain drive 27 wherein the additional metal weight 17 is inserted into a chain drive loop 26 which extends over pulleys 28 in the frame grid, and also via a drive wheel 24 which is coupled to a drive motor 25 (electric motor or hydraulic motor).
  • the drive motor 25 is, preferably, with the switch 12 in setting commands transmitting connection.
  • the switch 12 are in Fig. 3
  • the two switching positions Transport journey and installation drive, indicated.
  • the drive motor 25 when switching the switch 12 or after it has been switched, are operated.
  • the guide rails 23 could be longitudinal struts of the frame grid, and / or be supported by cross struts 34 (additional or the frame grid), or arranged on longitudinal struts 35.
  • the guide rails 23 are located on, above, below, below or within the frame grid.
  • variable ballast system V could also be fully integrated into the frame grid, for example, in a prefabricated unit, such that only more of the drive motor 5 needs to be brought in conjunction with the switch 12, once the paver has been built on the frame grid.
  • the additional metal weight 17 could also be adjusted by at least one spindle drive or a hydraulic cylinder and / or at least between the predetermined displacement positions I and II and be hydraulically blocked in these, for example. Further, in all embodiments, it is possible to set the additional metal weight 17 in arbitrary and / or predetermined intermediate positions between the predetermined displacement positions I and II.

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

Claims (6)

  1. Finisseur de route (F) comprenant un train de roulement (1) agencé sur un cadre de châssis (2), notamment un train de roulement à roues (1), une trémie (7) pour du matériau de revêtement ou enrobé, un convoyeur longitudinal (8), une source d'entraînement (9) et un poste de conduite (10) sur le cadre de châssis (2), un sélecteur de modes de fonctionnement (12) pouvant être commuté tout au moins entre une position de marche de transport et une position de marche de pose de revêtement, une table de finisseur (B) insérée à l'arrière du cadre de châssis (2) et qui peut être déplacée par rapport au cadre de châssis entre une position abaissée de pose de revêtement et une position relevée de transport, et comprenant en outre un système de ballast variable (V) avec une masse de ballast pouvant être déplacée au moins dans la direction longitudinale du cadre de châssis (2) au moyen d'un actionneur (19) dans le cadre de châssis (2), entre au moins deux, ou également d'avantage de positions de coulissement (I, II) prédéterminées, différentes, caractérisé en ce que le cadre de châssis (2) est réalisé en tant que grille de cadre avec au moins des longerons et des traverses (33, 34), en ce qu'en guise de masse de ballast au moins un poids additionnel de métal (17) en tôle d'acier est agencé dans au moins un guidage (18) de manière à pouvoir coulisser sous, ou sur, ou au-dessus, ou en-dessous, ou à l'intérieur de la grille de cadre, en ce que sur le poids additionnel de métal (17) ou sur la grille de cadre sont prévus des plots de centrage (29) en saillie, et sur la grille de cadre ou le poids additionnel de métal sont prévus des logements de centrage (30) pour les plots de centrage (29), qui n'y pénètrent que dans les positions de coulissement (I, II), pour centrer le poids additionnel de métal, et en ce que le poids additionnel de métal (17) ne peut être verrouillé mécaniquement par rapport à la grille de cadre que dans les positions de coulissement (I, II) par l'intermédiaire d'éléments de verrouillage (31) des logements de centrage (30), qui peuvent être déplacés dans des logement conjugués (32) dans des plots de centrage (29).
  2. Finisseur de route selon la revendication 1, caractérisé en ce qu'une position de coulissement (I) est associée à la position de marche de transport et une autre position de coulissement (II) est associée à la position de marche de pose de revêtement du sélecteur de mode de fonctionnement (12), en ce que, de préférence, le poids additionnel de métal (17) peut être amené automatiquement, en fonction de l'inversion et/ou de la position de commutation du sélecteur de modes de fonctionnement (12), dans une des positions de coulissement prédéterminées (I, II), et en ce que la position de coulissement (I) associée à la position de marche de transport se trouve dans la zone d'au moins un essieu avant (4), et la position de coulissement associée à la position de marche de pose de revêtement se trouve dans la zone d'au moins un essieu arrière (6) du train de roulement (1).
  3. Finisseur de route selon l'une au moins des revendications précédentes, caractérisé en ce que l'actionneur (19) comprend un système de transmission d'entraînement à chaîne, un système de transmission d'entraînement à vis ou au moins un vérin hydraulique (27), qui, de préférence pour le déplacement automatique du poids additionnel de métal (17) dans les positions de coulissement (I, II), est, côté actionnement, en liaison de transmission d'ordres de déplacement, avec le sélecteur de modes de fonctionnement (12).
  4. Finisseur de route selon l'une au moins des revendications précédentes, caractérisé en ce que le poids additionnel de métal (17) est supporté par l'intermédiaire de galets de roulement (22) circulant dans des glissières de guidage (23), les galets de roulement (22) ou bien les glissières de guidage (23) étant agencés sur le poids additionnel de métal (17).
  5. Finisseur de route selon la revendication 3, caractérisé en ce que le poids additionnel de métal (17) est monté dans une boucle de transmission d'entraînement à chaîne (26), qui passe sur des roues de renvoi (28) et au moins une roue d'entraînement (24) couplée à un moteur d'entraînement (25), notamment un moteur hydraulique ou un moteur électrique.
  6. Finisseur de route selon la revendication 1, caractérisé en ce que les positions de verrouillage (I, II) sont définies par des butées (33) des logements de centrage (30).
EP09013220.0A 2009-10-20 2009-10-20 Finisseuse de route Active EP2322716B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL09013220T PL2322716T3 (pl) 2009-10-20 2009-10-20 Wykańczarka
EP09013220.0A EP2322716B1 (fr) 2009-10-20 2009-10-20 Finisseuse de route

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP09013220.0A EP2322716B1 (fr) 2009-10-20 2009-10-20 Finisseuse de route

Publications (2)

Publication Number Publication Date
EP2322716A1 EP2322716A1 (fr) 2011-05-18
EP2322716B1 true EP2322716B1 (fr) 2015-09-09

Family

ID=41586177

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09013220.0A Active EP2322716B1 (fr) 2009-10-20 2009-10-20 Finisseuse de route

Country Status (2)

Country Link
EP (1) EP2322716B1 (fr)
PL (1) PL2322716T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016007076A1 (de) * 2016-06-10 2017-12-14 Dynapac Gmbh Straßenbaumaschine und Verfahren zum Betreiben einer selbstfahrenden Straßenbaumaschine

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB526519A (en) * 1939-03-18 1940-09-19 Aveling Barford Ltd Improvements in or relating to road rollers

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB842590A (en) * 1958-01-31 1960-07-27 Marshall Sons And Company Ltd Improvements in self-propelling road rollers
US3497095A (en) 1966-01-12 1970-02-24 Benjamin L Couberly Counterbalance apparatus for a lift truck
US3584547A (en) 1968-12-27 1971-06-15 Blaw Knox Co Bogie suspension system
DE19513195A1 (de) 1995-03-31 1996-10-10 Svedala Strasenfertiger Gmbh Fertiger für Straßendecken mit einer Reifen-Hinterradachse
FR2761703B1 (fr) 1997-04-04 1999-05-28 Gerland Routes Appareil pour deposer sur une tranchee ou sur la chaussee une bande de materiau de reconstitution de chaussee
DE29922311U1 (de) 1998-12-23 2000-04-06 Palfinger Crayler Staplertechn Stapler
DE29920556U1 (de) 1999-11-23 2000-02-17 Voegele Ag J Straßenfertiger
US7497641B1 (en) 2007-10-10 2009-03-03 Caterpillar Paving Products Inc. Paving machine having adjustable ballast system and method
CN101918639B (zh) 2008-01-03 2012-06-20 索诺企业有限公司 轮式整平装置

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB526519A (en) * 1939-03-18 1940-09-19 Aveling Barford Ltd Improvements in or relating to road rollers

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Publication number Publication date
EP2322716A1 (fr) 2011-05-18
PL2322716T3 (pl) 2016-02-29

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