EP0849398B1 - Paver - Google Patents
Paver Download PDFInfo
- Publication number
- EP0849398B1 EP0849398B1 EP97121397A EP97121397A EP0849398B1 EP 0849398 B1 EP0849398 B1 EP 0849398B1 EP 97121397 A EP97121397 A EP 97121397A EP 97121397 A EP97121397 A EP 97121397A EP 0849398 B1 EP0849398 B1 EP 0849398B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- machine frame
- paver
- area
- caterpillar drive
- distribution auger
- 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 - Lifetime
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- 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 claim 1 as disclosed in US-A-4,801,218.
- Ceiling paver (DE-A-4101417), the screed for floating Have installation, are usually for a layer thickness up to about 30 cm, measured behind the screed of the paver. Only in rare cases is the basic design of the paver a larger layer thickness is provided. The reason for this is there in that for a greater layer thickness the conveyor belt of the paver at least in the rear area of the machine and the auger as well as the conveyor shaft and the screed transport cylinders along with all of them Superstructures that are above the screed can be arranged higher have to. As paver to the respective construction site using a low loader are transported, usually also bridge underpasses are the transport height, usually determined by Weather roof or cabin superstructures, limited accordingly for portability to ensure.
- the object of the invention is to provide a paver after Generic preamble of claim 1 to create the without major retooling is convertible to an increased layer thickness without the risk there is interference due to material being conveyed forward again occur.
- the crawler tracks of the paver finisher are in theirs front area rotatably mounted on the machine frame and in the rear area height adjustable with respect to the machine frame so that the rear Area of the conveyor is raised.
- the adjustment can be extreme done quickly and undone just as quickly.
- the paver shown comprises a machine frame 1 with side crawler tracks 2.
- a bucket 3 with side unfoldable side wall parts 4 are provided, which on corresponding, underneath, fixed side wall parts 5 articulated are to unfold a hopper for what is to be installed To form material.
- a circumferential, usually with cross bars provided conveyor forms the bottom of the bucket 3 and conveys filled material to the rear of the machine frame 1 in the area of a distributor screw 6 located there, which the material distributed over the pave width.
- the material so distributed will by means of a screed 7, which can be used laterally to widen is extendable and / or can be cut, under compression and smoothing built-in.
- the screed 7 floating on the material to be installed is articulated via draw arms 8 on the machine frame 1 and via actuating cylinders 9 in relation to a desired installation height of the material to be installed height-adjustable.
- the screed 7 can ramming and / or vibration units 10, 11 include.
- the screed 7 is via a screed transport cylinder 12 into one suitable for transporting the paver finisher Position can be raised.
- the crawler tracks 2 are in the area of their front third mounted on the machine frame 1 so as to be rotatable about an axis 14. In her rear Area are the crawler tracks 2 compared to a vertical sliding guide 15, which is firmly connected to the machine frame 1, vertically adjustable. For the starting position from which the machine frame 1 can be raised against the crawler tracks 2 at the rear, a stop be provided.
- the vertical adjustment of the crawler tracks 2 compared to that Machine frame 1 can be made using screw spindles, for example become.
- corresponding hydraulic actuating cylinders 16, one for each crawler track 2, preferably, for example, over the hydraulic circuit already present in a paver using of a four / three-way valve controlled electro-hydraulically and in the desired position via an unlockable twin check valve can be held.
- the rear part can be set in an extremely short time the paver including the screed 7 in one opposite Bring the ground 17 up. Then they are all there Units such as screed 7, conveyor, auger 6, screed transport cylinder 12 and the superstructure above the screed 7 in an advantageous one for a large layer thickness of the ceiling to be installed Location. Due to the higher position of the screed transport cylinder 12, the Screed 7 should therefore be built in to suit the corresponding thick layers.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Machines (AREA)
Description
Die Erfindung betrifft einen Deckenfertiger nach dem Oberbegriff
des Anspruchs 1 wie in US-A-4 801 218 offenbart.The invention relates to a paver according to the preamble
of
Deckenfertiger (DE-A-4101417), die Einbaubohlen zum schwimmenden Einbau aufweisen, werden üblicherweise für eine Schichtdicke bis etwa 30 cm, gemessen hinter der Einbaubohle des Deckenfertigers, ausgelegt. Nur in seltenen Fällen wird bei der Grundauslegung des Deckenfertigers eine größere Schichtdicke vorgesehen. Der Grund hierfür besteht darin, daß für eine größere Schichtdicke das Förderband des Deckenfertigers zumindest im hinteren Maschinenbereich und die Verteilerschnecke sowie der Förderschacht und die Bohlentransportzylinder nebst sämtlichen Aufbauten, die oberhalb der Einbaubohle liegen, höher angeordnet werden müssen. Da Deckenfertiger zur jeweiligen Baustelle mittels Tieflader transportiert werden, wobei gewöhnlich auch Brückenunterführungen zu passieren sind, ist die Transporthöhe, gewöhnlich bestimmt durch Wetterdach- oder Kabinenaufbauten, entsprechend limitiert, um die Transportierbarkeit zu gewährleisten.Ceiling paver (DE-A-4101417), the screed for floating Have installation, are usually for a layer thickness up to about 30 cm, measured behind the screed of the paver. Only in rare cases is the basic design of the paver a larger layer thickness is provided. The reason for this is there in that for a greater layer thickness the conveyor belt of the paver at least in the rear area of the machine and the auger as well as the conveyor shaft and the screed transport cylinders along with all of them Superstructures that are above the screed can be arranged higher have to. As paver to the respective construction site using a low loader are transported, usually also bridge underpasses are the transport height, usually determined by Weather roof or cabin superstructures, limited accordingly for portability to ensure.
Für Anwendungsfälle mit außergewöhnlichen Schichtdicken (z.B. bis 50 cm) werden daher in der Regel die vorgenannten Elemente nur für diesen Sonderfall insgesamt nach oben versetzt, um sie nach Erledigung der Baumaßnahme wieder rückgängig zu machen. Bereits diese Maßnahmen sind mit einem erheblichen Montageaufwand verbunden und führen zudem dazu, daß die Querstege des Untertrums des Förderbandes Material vom Verteilerschneckenraum wieder nach vorne unter den Fertiger fördern, da der Freiraum unterhalb des Untertrums des Förderers in seiner Höhe nicht entsprechend vergrößert ist. Dies führt zu entsprechenden Störungen, die sogar zu einem Einbaustillstand führen können.For applications with exceptional layer thicknesses (e.g. up to 50 cm), the above-mentioned elements are therefore usually only for this special case altogether shifted to them after settlement to undo the construction work. Already these measures are associated with a considerable assembly effort and also lead to that the crossbars of the lower run of the conveyor belt material from the screw chamber convey back under the paver because the There is no free space below the lower run of the conveyor is enlarged accordingly. This leads to corresponding disturbances can even lead to installation downtime.
Aufgabe der Erfindung ist es, einen Deckenfertiger nach dem
Oberbegriff des Anspruchs 1 zu schaffen, der ohne großen Umrüstaufwand
auf einen erhöhten Schichtdickeneinbau umstellbar ist, ohne daß die Gefahr
besteht, daß Störungen durch wieder nach vorne gefördertes Material
auftreten.The object of the invention is to provide a paver after
Generic preamble of
Diese Aufgabe wird entsprechend dem kennzeichnenden Teil des
Anspruchs 1 gelöst.This task is performed according to the characteristic part of the
Hierbei sind die Raupenfahrwerke des Deckenfertigers in ihrem vorderen Bereich drehbar am Maschinenrahmen gelagert und im hinteren Bereich in bezug auf den Maschinenrahmen höhenverstellbar, so daß der hintere Bereich des Förderers angehoben wird. Die Verstellung kann äußerst schnell erfolgen und ebenso schnell rückgängig gemacht werden.The crawler tracks of the paver finisher are in theirs front area rotatably mounted on the machine frame and in the rear area height adjustable with respect to the machine frame so that the rear Area of the conveyor is raised. The adjustment can be extreme done quickly and undone just as quickly.
Weitere Ausgestaltungen der Erfindung sind der nachfolgenden Beschreibung und den Unteransprüchen zu entnehmen.Further refinements of the invention are as follows Description and the dependent claims.
Die Erfindung wird nachstehend anhand eines in der beigefügten
Abbildung schematisiert dargestellten Ausführungsbeispiels näher erläutert.
Der dargestellte Deckenfertiger umfaßt ein Maschinenrahmen 1
mit seitlichen Raupenfahrwerken 2. Frontseitig ist ein Kübel 3 mit seitlich
auseinanderklappbaren Seitenwandteilen 4 vorgesehen, die an entsprechenden,
darunter befindlichen, feststehenden Seitenwandteilen 5 angelenkt
sind, um auseinandergeklappt einen Einfülltrichter für einzubauendes
Material zu bilden. Ein umlaufender, gewöhnlich mit Querstegen
versehener Förderer (nicht dargestellt) bildet den Boden des Kübels 3
und fördert eingefülltes Material zur Rückseite des Maschinenrahmens 1
in den Bereich einer dort befindlichen Verteilerschnecke 6, die das Material
über die Einbaubreite verteilt. Das so verteilte Material wird
mittels einer Einbaubohle 7, die gegebenenfalls zum Verbreitern seitlich
ausfahrbar und/oder anstückelbar ist, unter Verdichten und Glätten
eingebaut. Die auf dem einzubauenden Material schwimmende Einbaubohle 7
ist über Zugarme 8 am Maschinenrahmen 1 angelenkt und über Stellzylinder
9 in bezug auf eine gewünschte Einbauhöhe des einzubauenden Materials
höhenverstellbar. Die Einbaubohle 7 kann Stampf- und/oder Vibrationsaggregate
10, 11 umfassen. Die Einbaubohle 7 ist über einen Bohlentransportzylinder
12 in eine zum Transport des Deckenfertigers geeignete
Stellung anhebbar. Über dem Förderschacht des Förderers sind Aufbauten
mit einem Fahrerstand 13, einem Antriebsmotor und dergleichen angeordnet.The paver shown comprises a
Die Raupenfahrwerke 2 sind im Bereich ihres vorderen Drittels
um eine Achse 14 drehbar am Maschinenrahmen 1 gelagert. In ihrem hinteren
Bereich sind die Raupenfahrwerke 2 gegenüber einer vertikalen Gleitführung
15, die fest mit dem Maschinenrahmen 1 verbunden ist, vertikal
verstellbar. Für die Ausgangsstellung, aus der der Maschinenrahmen 1
hinten gegenüber den Raupenfahrwerken 2 anhebbar ist, kann ein Anschlag
vorgesehen sein.The
Die vertikale Verstellung der Raupenfahrwerke 2 gegenüber dem
Maschinenrahmen 1 kann beispielsweise mittels Schraubspindeln vorgenommen
werden. Jedoch werden entsprechende hydraulische Stellzylinder 16,
jeweils einer pro Raupenfahrwerk 2, bevorzugt, die beispielsweise über
den bei einem Deckenfertiger ohnehin vorhandenen Hydraulikkreislauf mittels
eines Vier-/Dreiwegeventils elektrohydraulisch gesteuert und in der
jeweils gewünschten Position über ein entsperrbares Zwillingsrückschlagventil
gehalten werden können.The vertical adjustment of the
Hierdurch läßt sich in äußerst kurzer Zeit der hintere Teil
des Deckenfertigers einschließlich der Einbaubohle 7 in eine gegenüber
dem Fahrbahngrund 17 erhöhte Position bringen. Dann befinden sich sämtliche
Aggregate wie Einbaubohle 7, Förderer, Verteilerschnecke 6, Bohlentransportzylinder
12 und die Aufbauten oberhalb der Einbaubohle 7 in
eine für eine große Schichtdicke der einzubauenden Decke vorteilhaften
Lage. Durch die höhere Position des Bohlentransportzylinders 12 kann die
Einbaubohle 7 somit entsprechend große Schichtdicken einbauen.As a result, the rear part can be set in an extremely short time
the paver including the screed 7 in one opposite
Bring the
Durch den Hub der Stellzylinder 16 wird allerdings die minimale
Höhe einer einbaubaren Schichtdicke im Verhältnis zur maximalen limitiert.
Wenn nach einer Schicht mit entsprechend großer Schichtdicke wiederum
Normalbeläge wie ca. 4 cm dicke Verschleißbeläge oder ca. 8 cm
dicke Binderschichten eingebaut werden sollen, sind die Raupenfahrwerke
2 und damit der Maschinenrahmen 1 über die Stellzylinder 16 wieder entsprechend
abzusenken. Allerdings kann dies ebenfalls sehr schnell vorgenommen
werden, so daß keine langwierigen Umrüstarbeiten entstehen.Due to the stroke of the actuating
Claims (3)
- A paver with a machine frame (1) and caterpillar drive mechanisms (2), whereby the machine frame (1) incorporates a bucket (3) at the front and a distribution auger (6) at the rear between which a conveyor for the transport of material that is to be installed is transported from the bucket (3) through a conveyor shaft, over which a superstructure is positioned, into the area of the distribution auger (6), whilst a board insert (7) is envisaged to be redirected via lifting arms (8) fixedly attached to the machine frame (1) towards the rear of the area of the distribution auger (6) in order to enable the floating installation of the material that is to be installed, whereby the caterpillar drive mechanisms (2) are rotationally affixed via bearings in their frontal area onto the machine frame (1), and whereby the same are longitudinally arranged in a height adjustable manner along a vertical guide (15) affixed to the machine frame (1) in their rear area, characterised in that the caterpillar drive mechanisms (2) are lifted in their rear area from a lower end position of the vertical guide for layers with a smaller thickness to an upper end position of the vertical guide for the installation of layers with a thickness of > 30 cm, so that the transport of the material that is to be installed from the distribution auger area in a forward direction is avoided.
- A paver according to Claim 1, characterised in that the height of the caterpillar drive. mechanisms (2) can be adjusted with the aid of hydraulic adjustment cylinders (16).
- A paver according to Claim 2, characterised in that the adjustment cylinders (16) are coupled electro-hydraulically via a four-/three-way valve with the hydraulic circuit of the paver and can be activated in this way, whereby they can be suspended in their relevant desired position with the aid of a disengageable twin non-return valve.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19652396 | 1996-12-17 | ||
DE19652396A DE19652396C1 (en) | 1996-12-17 | 1996-12-17 | Ceiling production unit with machine frame and continuous track chassis |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0849398A1 EP0849398A1 (en) | 1998-06-24 |
EP0849398B1 true EP0849398B1 (en) | 2003-09-03 |
Family
ID=7814934
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97121397A Expired - Lifetime EP0849398B1 (en) | 1996-12-17 | 1997-12-05 | Paver |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0849398B1 (en) |
JP (1) | JP3042679B2 (en) |
CN (1) | CN1174145C (en) |
DE (2) | DE19652396C1 (en) |
ES (1) | ES2206645T3 (en) |
RU (1) | RU2193619C2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3498914A1 (en) | 2017-12-13 | 2019-06-19 | Joseph Vögele AG | Adjustment of the levelling cylinder in a road finisher |
US10472778B2 (en) | 2017-12-13 | 2019-11-12 | Joseph Voegele Ag | Road finisher with pivoting material deflector |
US10472779B2 (en) | 2017-12-13 | 2019-11-12 | Joseph Voegele Ag | Road finisher with liftable chassis |
US10640931B2 (en) | 2017-12-13 | 2020-05-05 | Joseph Voegele Ag | Road finisher with liftable chassis |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002264555A (en) | 2001-03-12 | 2002-09-18 | Fuji Photo Film Co Ltd | Original plate for direct drawing type lithographic printing plate |
CN101974879B (en) * | 2010-11-02 | 2012-05-30 | 三一重工股份有限公司 | Automatic positioning device in lifting of large arm of spreader and spreader |
US10472777B1 (en) * | 2018-05-02 | 2019-11-12 | Caterpillar Paving Products Inc. | Screed tow point assembly for paver |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4801218A (en) * | 1987-01-20 | 1989-01-31 | Cedarapids, Inc. | Three-point suspension for bituminous pavers |
DE4101417C2 (en) * | 1990-04-06 | 1996-10-17 | Voegele Ag J | Self-propelled paver |
-
1996
- 1996-12-17 DE DE19652396A patent/DE19652396C1/en not_active Expired - Lifetime
-
1997
- 1997-12-05 ES ES97121397T patent/ES2206645T3/en not_active Expired - Lifetime
- 1997-12-05 DE DE59710688T patent/DE59710688D1/en not_active Expired - Lifetime
- 1997-12-05 EP EP97121397A patent/EP0849398B1/en not_active Expired - Lifetime
- 1997-12-12 JP JP9343325A patent/JP3042679B2/en not_active Expired - Lifetime
- 1997-12-16 RU RU97120968/03A patent/RU2193619C2/en active
- 1997-12-17 CN CNB971262160A patent/CN1174145C/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3498914A1 (en) | 2017-12-13 | 2019-06-19 | Joseph Vögele AG | Adjustment of the levelling cylinder in a road finisher |
US10472778B2 (en) | 2017-12-13 | 2019-11-12 | Joseph Voegele Ag | Road finisher with pivoting material deflector |
US10472779B2 (en) | 2017-12-13 | 2019-11-12 | Joseph Voegele Ag | Road finisher with liftable chassis |
US10640931B2 (en) | 2017-12-13 | 2020-05-05 | Joseph Voegele Ag | Road finisher with liftable chassis |
US11060249B2 (en) | 2017-12-13 | 2021-07-13 | Joseph Voegele Ag | Adjustment of the leveling cylinder setting in a road finisher |
EP4375095A2 (en) | 2017-12-13 | 2024-05-29 | Joseph Vögele AG | Adjustment of the levelling cylinder in a road finisher |
Also Published As
Publication number | Publication date |
---|---|
JPH10183527A (en) | 1998-07-14 |
DE59710688D1 (en) | 2003-10-09 |
CN1174145C (en) | 2004-11-03 |
JP3042679B2 (en) | 2000-05-15 |
ES2206645T3 (en) | 2004-05-16 |
RU2193619C2 (en) | 2002-11-27 |
EP0849398A1 (en) | 1998-06-24 |
DE19652396C1 (en) | 1998-01-29 |
CN1185504A (en) | 1998-06-24 |
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