EP0663978B1 - Concrete-distribution rig - Google Patents

Concrete-distribution rig Download PDF

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Publication number
EP0663978B1
EP0663978B1 EP19930920738 EP93920738A EP0663978B1 EP 0663978 B1 EP0663978 B1 EP 0663978B1 EP 19930920738 EP19930920738 EP 19930920738 EP 93920738 A EP93920738 A EP 93920738A EP 0663978 B1 EP0663978 B1 EP 0663978B1
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EP
European Patent Office
Prior art keywords
rig
arms
arm
concrete
joints
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EP19930920738
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German (de)
French (fr)
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EP0663978A1 (en
Inventor
Karl Schlecht
Dieter Alwes
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Putzmeister Concrete Pumps GmbH
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Putzmeister Werk Maschinenfabrik GmbH
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04Devices for both conveying and distributing
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04Devices for both conveying and distributing
    • E04G21/0418Devices for both conveying and distributing with distribution hose
    • E04G21/0436Devices for both conveying and distributing with distribution hose on a mobile support, e.g. truck
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T137/00Fluid handling
    • Y10T137/8593Systems
    • Y10T137/8807Articulated or swinging flow conduit

Definitions

  • the invention relates to a five-armed concrete placing boom arranged on a vehicle with a first mast arm 1 arranged on a front axle on the vehicle and rotatable about a vertical axis on a horizontal swivel joint A, with articulated joints B, C, D, E in pairs against each other the previous mast arm can be folded in a substantially parallel orientation, further second, third, fourth and fifth mast arms 2, 3, 4 and 5 lying in the driving position under the first mast arm 1, and with tubular rotating couplings that extend along the individual mast arms and are parallel to the articulated joints interconnected pipe sections of a concrete to which a delivery pipe leading to the free end of the fifth mast arm 5 is connected to a pipe rotating coupling, the first and second mast arm 1, 2 and the second and third mast arm 2, 3 having a swivel range of approximately Knickge with 180 ° steer B and C in opposite directions in the manner of a Z-fold.
  • a concrete placing boom of this type is known (DE-PS 34 46 290), in which all boom arms 1, 2, 3, 4 and 5 can be folded against one another at their articulated joints B, C, D and E in the manner of a multi-Z folding.
  • This concrete placing boom has a long reach and can be used to advantage in low construction sites as well as in building construction.
  • the Multi-Z folding also ensures a quick operational readiness after only a short lifting of the partially unfolded Arm packs and a high degree of flexibility, especially when concreting hard-to-reach places, whereby dead spaces are largely avoided both when lifting the vehicle close to the vehicle and when concreting in low rooms.
  • the articulated joints C and E near the front axle have a swivel range of 270 ° between arms 2 and 3 or 4 and 5, while the other articulated joints B and D have a swivel angle of 180 °.
  • Concreting parallel to the working level is possible with the Multi-Z folding.
  • bringing the end hose up to the driver's cab must be bought with a relatively high unfolding height.
  • the invention is therefore based on the object to develop a concrete placing boom of the type mentioned, which can be used both in ground-level, lower rooms while overcoming obstacles and in higher floors for concreting with parallel hose routing and the lowest possible unfolding height.
  • the third and fourth mast arm and the fourth and fifth mast arm at their articulated joints D and E are each foldable in the same direction as the second and third mast arms 2 and 3 in the region of their articulated joint C in the manner of a roll fold .
  • the mast arm 2 in addition to a guiding function for ground-level concreting, also has an outreach function that allows obstacles to be overcome in the ground-level area and over several floors, while the subsequent mast arms 3, 4 and 5 alone (without the arm 2) enable a parallel hose guide with a low unfolding height from its extended position to the obstacle to be overcome.
  • the articulated joint D and / or the articulated joint E has a swivel angle of approximately 270 °.
  • the truck-mounted concrete pump shown in the drawing has a chassis 10, a pivot bracket 16 arranged in the vicinity of the front axle 12 and the driver's cab 14 of the chassis 10, a distributor mast 20 rotatable on the pivot bracket 16 about a vertical axis 18 through 360 °, and a material feed container 22 concrete, hydraulically driven concrete pump 24 and a delivery line 28 connected to the concrete pump 24 via a pipe switch 26.
  • the placing boom 20 has five boom arms 1, 2, 3, 4 and 5 which are connected to the pivot joint A with the pivot bracket 16 and the articulated joints B, C, D and E are connected to each other.
  • the folding in and out of the mast arms 1 to 5 around the joints A to E is carried out hydraulically by means of double-acting hydraulic cylinders 30, which are articulated with their free cylinder-side and rod-side ends to arms or folding brackets of the mast arms 1 to 5 and the pivot bracket 16.
  • the swivel joint A has a swivel range of 90 ° to 100 °, the articulated joints B and C of approximately 180 ° and the articulated joints D and E of approximately 270 °.
  • the mast arms are folded against one another in an essentially parallel orientation, the mast arms 2, 3, 4 and 5 coming to rest under the base arm 1.
  • the mast arms 1, 2 and 3 are folded in opposite directions at their articulated joints B and C in the manner of a Z-fold, while the mast arms 3, 4 and 5 at their articulated joints D and E are each in the same direction as the mast arms 2 and 3 are folded against each other like a roll fold.
  • FIG. 2a and b illustrate the mode of operation when concreting the floor at ground level in low rooms, in particular in a factory building 32.
  • the mast arms 2 to 5 are first pivoted with the base arm 1 slightly raised in the downward position by turning the pivot bracket 16 in front of the driver's cab 14 and lowered to an inclined position so that passage through the lower entrance gate 34 of the factory hall 32 is possible (FIG 2a left).
  • the arm assembly 2 to 5 can be set up inside the factory hall 32 and concrete can be applied while filling the delivery line (FIG. 2a on the right).
  • the concreting of the floor is started at the point furthest away from the vehicle, namely via the flexible end hose 36 hanging down at the free end of the mast arm 5, which is directed by the operator to the locations to be concreted.
  • the end hose can be moved along a working line L parallel to the floor up to directly in front of the driver's cab 14. Due to the special arrangement and swivel ranges of the articulated joints B to E, the unfolding height H is only slightly higher than the working line L traversed by the free end of the end arm 5. Only a few simpler are then required from the end position of the end hose 36 near the driver's cab shown in FIG. 2b Sequences of movements in order to bring the mast arms 2 to 5 into their folded position shown on the right in FIG. 2a.
  • the truck-mounted concrete pump described can also be used for tunnel concreting if the end arm 5 is additionally equipped with a hydraulically and / or motor-operated end hose manipulator 40.
  • the end hose manipulator 40 can be connected to the last pipe section 46 of the end arm 5 of the concrete placing boom 20 via a rigid pipe section 42 and a pipe rotating coupling 44.
  • the pipe section 42 has at its front end a support structure 58 on which a pipe section 42 in substantially axially parallel hydraulic cylinder 48 is pivotally mounted.
  • the flexible end hose 36 is connected, which carries in its end third a sleeve 50 designed as a clamping bracket, which is provided with lateral pivot bearings 52 to which the fork-shaped load arm 54 of a two-armed pivot lever 56 is articulated.
  • the pivot lever 56 is pivotally mounted at the end of an essentially axially via the support structure 58 of the pipe section 42 about an axis 60 parallel to the pivot bearings 52 and is connected to the piston rod 64 of the hydraulic cylinder 48 at its power arm 62 which is angled with respect to the load arm 54.
  • the pivot lever 56 can be pivoted in an angular range of approximately 60 °.
  • a housing 66 is arranged on the pipe section 46 for receiving a hydraulic motor 68, the drive shaft 70 of which can be coupled to the pipe section 42 via a chain drive 72.
  • the pipe section 42 can be rotated by motor in relation to the pipe section 46 in any rotational position.
  • the rotation and tilting movement of the end hose 46 takes place by hydraulic control of the hydraulic motor 68 and the hydraulic cylinder 48 via the control valves 74 arranged in the housing 66 with the aid of a remote control (not shown).
  • the end hose 36 can thus be actuated by corresponding actuation of the distribution mast 20 and the end hose manipulator 40 are successively connected to the concreting nozzle or window 76 of a tunnel formwork 78.
  • the invention relates to a five-armed concrete placing boom 20 arranged on a vehicle, the mast arms 1, 2 and 3 of which, at their articulated joints B and C having a pivoting range of approximately 180 °, can be folded in opposite directions in the manner of a Z-fold.
  • the mast arms 3, 4 and 5 on their joints D and E which have a swivel range of approximately 270 °, each have the same direction as the mast arms 2 and 3 in Area of their articulation C are foldable against each other in the manner of a roll fold.

Abstract

PCT No. PCT/EP93/02503 Sec. 371 Date Nov. 14, 1994 Sec. 102(e) Date Nov. 14, 1994 PCT Filed Sep. 16, 1993 PCT Pub. No. WO94/08111 PCT Pub. Date Apr. 14, 1994.The invention concerns a five-arm concrete-distribution rig (20) mounted on a vehicle. Arms (1, 2 and 3) can be folded together by pivoting in opposite directions about hinged joints (B and C), which are capable of pivoting through approximately 180 DEG , to form a "Z". In order to make it possible to supply concrete through several hoses in parallel, to upper stories and over obstacles, the invention proposes that arms (3, 4 and 5) can be folded together by pivoting in the same direction about joints (D and E), which are capable of pivoting through approximately 270 DEG , to bring them up against arms (2 and 3) in the vicinity of hinged joint (C).

Description

Die Erfindung betrifft einen an einem Fahrzeug angeordneten fünfarmigen Betonverteilermast mit einem an einem vorderachsseitig auf dem Fahrzeug angeordneten, um eine vertikale Achse drehbaren Drehlagerbock an einem horizontalen Drehgelenk A angelenkten ersten Mastarm 1, mit an Knickgelenken B,C,D,E paarweise gegen den jeweils vorhergehenden Mastarm in zueinander im wesentlichen paralleler Ausrichtung anfaltbaren, in Fahrstellung unter dem ersten Mastarm 1 liegenden weiteren zweiten, dritten, vierten und fünften Mastarmen 2,3,4 und 5, und mit sich entlang den einzelnen Mastarmen erstreckenden, an zu den Knickgelenken achsparallelen Rohrdrehkupplungen miteinander verbundenen Rohrabschnitten eines mit Beton beaufschlagbaren, zu einem am freien Ende des fünften Mastarms 5 an einer Rohrdrehkupplung, angelenkten Endschlauch führenden Förderrohrs, wobei der erste und zweite Mastarm 1,2 und der zweite und dritte Mastarm 2,3 an ihren einen Schwenkbereich von etwa 180° aufweisenden Knickgelenken B und C gegensinnig nach Art einer Z-Faltung gegeneinanderfaltbar sind.The invention relates to a five-armed concrete placing boom arranged on a vehicle with a first mast arm 1 arranged on a front axle on the vehicle and rotatable about a vertical axis on a horizontal swivel joint A, with articulated joints B, C, D, E in pairs against each other the previous mast arm can be folded in a substantially parallel orientation, further second, third, fourth and fifth mast arms 2, 3, 4 and 5 lying in the driving position under the first mast arm 1, and with tubular rotating couplings that extend along the individual mast arms and are parallel to the articulated joints interconnected pipe sections of a concrete to which a delivery pipe leading to the free end of the fifth mast arm 5 is connected to a pipe rotating coupling, the first and second mast arm 1, 2 and the second and third mast arm 2, 3 having a swivel range of approximately Knickge with 180 ° steer B and C in opposite directions in the manner of a Z-fold.

Es ist ein Betonverteilermast dieser Art bekannt (DE-PS 34 46 290), bei welchem alle Mastarme 1,2,3,4 und 5 an ihren Knickgelenken B,C,D und E nach Art einer Multi-Z-Faltung gegeneinanderfaltbar sind. Dieser Betonverteilermast besitzt eine große Reichweite und kann sowohl in niedrigen Baustellen als auch im Hochbau mit Vorteil eingesetzt werden. Die Multi-Z-Faltung gewährleistet außerdem eine rasche Betriebsbereitschaft schon nach kurzem Anheben des nur teilweise auseinandergefalteten Armpakets und eine hohe Flexibilität, insbesondere beim Betonieren von schwer zugänglichen Stellen, wobei Toträume sowohl bei der fahrzeugnahen Hochförderung als auch beim Betonieren in niedrigen Räumen weitgehend vermieden werden. Um dazuhin im eingefalteten Fahrzustand eine für die vom Fahrgestell aufzunehmende Lastund Momentenaufnahme günstige Massenverteilung zu erzielen, weisen die vorderachsnahen Knickgelenke C und E zwischen den Armen 2 und 3 bzw. 4 und 5 einen Schwenkbereich von 270° auf, während die übrigen Knickgelenke B und D einen Schwenkwinkel von 180° aufweisen. Das Betonieren parallel zur Arbeitsebene ist mit der Multi-Z-Faltung zwar möglich. Ein Heranführen des Endschlauches bis an das Führerhaus muß jedoch mit einer relativ hohen Ausfalthöhe erkauft werden.A concrete placing boom of this type is known (DE-PS 34 46 290), in which all boom arms 1, 2, 3, 4 and 5 can be folded against one another at their articulated joints B, C, D and E in the manner of a multi-Z folding. This concrete placing boom has a long reach and can be used to advantage in low construction sites as well as in building construction. The Multi-Z folding also ensures a quick operational readiness after only a short lifting of the partially unfolded Arm packs and a high degree of flexibility, especially when concreting hard-to-reach places, whereby dead spaces are largely avoided both when lifting the vehicle close to the vehicle and when concreting in low rooms. In order to achieve a mass distribution that is favorable for the load and moment absorption to be absorbed by the chassis, the articulated joints C and E near the front axle have a swivel range of 270 ° between arms 2 and 3 or 4 and 5, while the other articulated joints B and D have a swivel angle of 180 °. Concreting parallel to the working level is possible with the Multi-Z folding. However, bringing the end hose up to the driver's cab must be bought with a relatively high unfolding height.

Weiter ist es bei Betonverteilermasten mit vier Mastarmen an sich bekannt, die Mastarme 1,2 und 3 an ihren Knickgelenken B und C gegensinnig nach Art einer Z-Faltung gegeneinanderzufalten und den Mastarm 4 am Gelenk D gleichsinnig zu den Mastarmen 2 und 3 gegeneinanderzufalten. Diese Faltungsart ist speziell für das Betonieren in niederen Räumen konzipiert, da der Endschlauch über den gesamten Arbeitsbereich vom Führerhaus bis zur maximalen Ausladung bei geringer Ausfalthöhe entlang einer vorgegebenen horizontalen Arbeitslinie bewegt werden kann. Nicht oder nur beschränkt einsetzbar ist dieser vierarmige Verteilermast jedoch, wenn über Hindernisse hinweg oder vom Erdboden aus in höheren Stockwerken mit paralleler Schlauchführung betoniert werden soll.Furthermore, it is known per se in concrete placing booms with four mast arms to fold the mast arms 1, 2 and 3 against one another at their articulated joints B and C in the manner of a Z-fold and to fold the mast arm 4 at the joint D in the same direction as the mast arms 2 and 3. This type of folding is specially designed for concreting in low rooms, since the end hose can be moved along a specified horizontal working line over the entire working area from the driver's cab to the maximum radius with a low unfolding height. However, this four-arm placing boom cannot be used, or can only be used to a limited extent, when concreting with obstacles or from the ground on higher floors with parallel hose routing should.

Der Erfindung liegt daher die Aufgabe zugrunde, einen Betonverteilermast der eingangs angegebenen Art zu entwickeln, der sowohl in ebenerdigen niederen Räumen unter Überwindung von Hindernissen als auch in höheren Etagen zum Betonieren mit paralleler Schlauchführung und geringstmöglicher Ausfalthöhe eingesetzt werden kann.The invention is therefore based on the object to develop a concrete placing boom of the type mentioned, which can be used both in ground-level, lower rooms while overcoming obstacles and in higher floors for concreting with parallel hose routing and the lowest possible unfolding height.

Zur Lösung dieser Aufgabe wird gemäß der Erfindung vorgeschlagen, daß der dritte und vierte Mastarm und der vierte und fünfte Mastarm an ihren Knickgelenken D und E jeweils gleichsinnig zum zweiten und dritten Mastarm 2 und 3 im Bereich ihres Knickgelenks C nach Art einer Rollfaltung gegeneinander faltbar sind.To achieve this object, it is proposed according to the invention that the third and fourth mast arm and the fourth and fifth mast arm at their articulated joints D and E are each foldable in the same direction as the second and third mast arms 2 and 3 in the region of their articulated joint C in the manner of a roll fold .

Mit diesen Maßnahmen wird erreicht, daß dem Mastarm 2 neben einer Führungsfunktion beim ebenerdigen Betonieren eine Ausladungsfunktion zukommt, die es erlaubt, Hindernisse im ebenerdigen Bereich und über mehrere Stockwerke hinweg zu überwinden, während die anschließenden Mastarme 3,4 und 5 allein (ohne den Arm 2) eine parallele Schlauchführung mit geringer Ausfalthöhe von ihrer Strecklage bis unmittelbar heran an das zu überwindende Hindernis ermöglichen. Weitere Einsatzmöglichkeiten werden dadurch ermöglicht, daß das Knickgelenk D und/oder das Knickgelenk E einen Schwenkwinkel von etwa 270° aufweist.With these measures it is achieved that the mast arm 2, in addition to a guiding function for ground-level concreting, also has an outreach function that allows obstacles to be overcome in the ground-level area and over several floors, while the subsequent mast arms 3, 4 and 5 alone (without the arm 2) enable a parallel hose guide with a low unfolding height from its extended position to the obstacle to be overcome. Further possible uses are made possible in that the articulated joint D and / or the articulated joint E has a swivel angle of approximately 270 °.

Um die seitliche Ausladung des Masts zu verringern und damit dessen Schlupfeigenschaften beim Einführen in enge Öffnungen zu verbessern, wird nach einer weiteren vorteilhaften Ausgestaltung der Erfindung vorgeschlagen, daß alle Rohrabschnitte und die zugehörigen Rohrdrehkupplungen auf der jeweils gleichen Mastarmseite angeordnet sind. Damit wird außerdem erreicht, daß aufwendige Drehdurchführungen der Rohrdrehkupplungen durch die Knickgelenke hindurch entfallen.In order to reduce the lateral outreach of the mast and thus to improve its slip properties when inserted into narrow openings, it is proposed according to a further advantageous embodiment of the invention that all pipe sections and the associated pipe swivel couplings are arranged on the same side of the mast arm. This also ensures that elaborate rotary unions of the rotary pipe couplings through the articulated joints are eliminated.

Im folgenden wird die Erfindung anhand der Zeichnung näher erläutert. Es zeigen

Fig. 1
eine Seitenansicht einer Autobetonpumpe mit fünfarmigem Betonverteilermast im zusammengefalteten Fahrzustand;
Fig. 2a und b
die Autobetonpumpe nach Fig. 1 beim Einfahren und beim ebenerdigen Betonieren in einer Fabrikhalle;
Fig. 3
die Autobetonpumpe nach Fig. 1 beim Betonieren in mehrstöckigen Gebäuden und beim Überwinden von Hindernissen;
Fig. 4a bis c
die Betonpumpe nach Fig. 1 mit auf dem Betonverteilermast aufgesetztem Endschlauchmanipulator zum Befüllen von Tunnelschalungen in einer Seitenansicht, einer Stirnseitenansicht und einer vergrößerten Seitenansicht des Endschlauchmanipulators.
The invention is explained in more detail below with reference to the drawing. Show it
Fig. 1
a side view of a truck-mounted concrete pump with five-arm concrete placing boom in the folded driving state;
2a and b
the truck-mounted concrete pump of Figure 1 when entering and concreting at ground level in a factory hall.
Fig. 3
the truck-mounted concrete pump of Figure 1 when concreting in multi-storey buildings and when overcoming obstacles.
4a to c
the concrete pump of FIG. 1 with the end hose manipulator placed on the concrete placing boom for filling tunnel formwork in a side view, an end view and an enlarged side view of the end hose manipulator.

Die in der Zeichnung dargestellte Autobetonpumpe weist ein Fahrgestell 10, einen in der Nähe der Vorderachse 12 und des Führerhauses 14 des Fahrgestells 10 angeordneten Drehlagerbock 16, einen am Drehlagerbock 16 um eine vertikale Achse 18 um 360° drehbaren Verteilermast 20, eine über einen Materialaufgabebehälter 22 mit Beton beaufschlagbare, hydraulisch angetriebene Betonpumpe 24 und eine über eine Rohrweiche 26 an die Betonpumpe 24 angeschlossene Förderleitung 28. Der Verteilermast 20 weist fünf Mastarme 1,2,3,4 und 5 auf, die an dem Drehgelenk A mit dem Drehlagerbock 16 und an den Knickgelenken B,C,D und E miteinander verbunden sind. Das Ein- und Ausfalten der Mastarme 1 bis 5 um die Gelenke A bis E erfolgt hydraulisch mittels doppeltwirkender Hydrozylinder 30, die mit ihren freien zylinderseitigen und stangenseitigen Enden an Auslegern bzw. Umlegebügeln der Mastarme 1 bis 5 und des Drehlagerbocks 16 angelenkt sind. Das Drehgelenk A weist einen Schwenkbereich von 90° bis 100°, die Knickgelenke B und C von etwa 180° und die Knickgelenke D und E von etwa 270° auf. In der in Fig. 1 gezeigten Fahrstellung sind die Mastarme in zueinander im wesentlichen paralleler Ausrichtung gegeneinandergefaltet, wobei die Mastarme 2,3,4 und 5 unter dem Grundarm 1 zu liegen kommen. Dabei sind die Mastarme 1,2 und 3 an ihren Knickgelenken B und C gegensinnig nach Art einer Z-Faltung gegeneinandergefaltet, während die Mastarme 3,4 und 5 an ihren Knickgelenken D und E jeweils gleichsinnig zu den Mastarmen 2 und 3 nach Art einer Rollfaltung gegeneinandergefaltet sind.The truck-mounted concrete pump shown in the drawing has a chassis 10, a pivot bracket 16 arranged in the vicinity of the front axle 12 and the driver's cab 14 of the chassis 10, a distributor mast 20 rotatable on the pivot bracket 16 about a vertical axis 18 through 360 °, and a material feed container 22 concrete, hydraulically driven concrete pump 24 and a delivery line 28 connected to the concrete pump 24 via a pipe switch 26. The placing boom 20 has five boom arms 1, 2, 3, 4 and 5 which are connected to the pivot joint A with the pivot bracket 16 and the articulated joints B, C, D and E are connected to each other. The folding in and out of the mast arms 1 to 5 around the joints A to E is carried out hydraulically by means of double-acting hydraulic cylinders 30, which are articulated with their free cylinder-side and rod-side ends to arms or folding brackets of the mast arms 1 to 5 and the pivot bracket 16. The swivel joint A has a swivel range of 90 ° to 100 °, the articulated joints B and C of approximately 180 ° and the articulated joints D and E of approximately 270 °. In the driving position shown in FIG. 1, the mast arms are folded against one another in an essentially parallel orientation, the mast arms 2, 3, 4 and 5 coming to rest under the base arm 1. The mast arms 1, 2 and 3 are folded in opposite directions at their articulated joints B and C in the manner of a Z-fold, while the mast arms 3, 4 and 5 at their articulated joints D and E are each in the same direction as the mast arms 2 and 3 are folded against each other like a roll fold.

In Fig. 2a und b ist die Arbeitsweise beim ebenerdigen Betonieren des Fußbodens in niederen Räumen, insbesondere in einer Fabrikhalle 32, veranschaulicht. Hierzu werden zunächst die Mastarme 2 bis 5 bei leicht angehobenem Grundarm 1 in nach unten abgeklappter Stellung durch Drehen des Drehlagerbocks 16 vor das Führerhaus 14 geschwenkt und so weit in Schräglage abgesenkt, daß eine Durchfahrt durch das niedere Eingangstor 34 der Fabrikhalle 32 möglich ist (Fig. 2a links). Innerhalb der Fabrikhalle 32 kann das Armpaket 2 bis 5 aufgestellt und unter Füllen der Förderleitung mit Beton beaufschlagt werden (Fig. 2a rechts). Nach Auseinanderklappen des Betonverteilermasts 20 wird das Betonieren des Fußbodens an der vom Fahrzeug am weitesten entfernten Stelle begonnen, und zwar über den am freien Ende des Mastarms 5 nach unten hängenden flexiblen Endschlauch 36, der vom Bedienungsmann auf die zu betonierenden Stellen gerichtet wird. Durch eine geeignete Bewegung der Mastarme 1 bis 5 in ihren Gelenken A bis E kann der Endschlauch entlang einer Arbeitslinie L parallel zum Fußboden bis unmittelbar vor das Führerhaus 14 verschoben werden. Aufgrund der speziellen Anordnung und Schwenkbereiche der Knickgelenke B bis E ist die Ausfalthöhe H nur wenig höher als die vom freien Ende des Endarms 5 durchlaufene Arbeitslinie L. Von der in Fig. 2b gezeigten führerhausnahen Endstellung des Endschlauches 36 aus bedarf es dann nur noch einiger einfacher Bewegungsabläufe, um die Mastarme 2 bis 5 in ihre in Fig. 2a rechts gezeigte zusammengefaltete Lage zu bringen.2a and b illustrate the mode of operation when concreting the floor at ground level in low rooms, in particular in a factory building 32. For this purpose, the mast arms 2 to 5 are first pivoted with the base arm 1 slightly raised in the downward position by turning the pivot bracket 16 in front of the driver's cab 14 and lowered to an inclined position so that passage through the lower entrance gate 34 of the factory hall 32 is possible (FIG 2a left). The arm assembly 2 to 5 can be set up inside the factory hall 32 and concrete can be applied while filling the delivery line (FIG. 2a on the right). After unfolding the concrete placing boom 20, the concreting of the floor is started at the point furthest away from the vehicle, namely via the flexible end hose 36 hanging down at the free end of the mast arm 5, which is directed by the operator to the locations to be concreted. By means of a suitable movement of the mast arms 1 to 5 in their joints A to E, the end hose can be moved along a working line L parallel to the floor up to directly in front of the driver's cab 14. Due to the special arrangement and swivel ranges of the articulated joints B to E, the unfolding height H is only slightly higher than the working line L traversed by the free end of the end arm 5. Only a few simpler are then required from the end position of the end hose 36 near the driver's cab shown in FIG. 2b Sequences of movements in order to bring the mast arms 2 to 5 into their folded position shown on the right in FIG. 2a.

Die Besonderheiten des vorstehend beschriebenen fünfarmigen Betonverteilermasts ergeben sich vor allem aus der Bewegungsanalyse gemäß Fig. 3. So kann beim ebenerdigen Betonieren der Arm 2 zusammen mit dem Arm 1 zur Überwindung von Hindernissen 38, beispielsweise von Zwischenwänden, Halleneinbauten und dergleichen verwendet werden, während die Arme 3 bis 5 (ohne den Arm 2) zwischen ihrer Strecklage und dem Hindernis 38 zur parallelen Schlauchführung eingesetzt werden können. Entsprechendes gilt beim Betonieren in höheren Etagen, bei welchem der Arm 2 zusammen mit dem Arm 1 zur Abstandsüberbrückung in vertikaler Richtung benötigt wird. Mit den herkömmlichen Betonverteilermasten lassen sich diese, in der Praxis häufig vorkommenden Betonierungsaufgaben nicht lösen.The peculiarities of the five-armed concrete placing boom described above result above all from the movement analysis according to FIG. 3. When concreting at ground level, the arm 2 together with the arm 1 can be used to overcome obstacles 38, for example partition walls, hall installations and the like, while the Arms 3 to 5 (without arm 2) can be used between their extended position and the obstacle 38 for parallel hose routing. The same applies to concreting in higher floors, in which the arm 2 together with the arm 1 is required to bridge the distance in the vertical direction. With conventional concrete placing booms, these concrete tasks, which are common in practice, cannot be solved.

Wie aus den Fig. 4a bis c zu ersehen ist, kann die beschriebene Autobetonpumpe auch zur Tunnelbetonierung verwendet werden, wenn der Endarm 5 zusätzlich mit einem hydraulisch und/oder motorisch betätigbaren Endschlauchmanipulator 40 bestückt wird. Der Endschlauchmanipulator 40 ist über ein starres Rohrstück 42 und eine Rohrdrehkupplung 44 am letzten Rohrabschnitt 46 des Endarms 5 des Betonverteilermasts 20 anschließbar. Das Rohrstück 42 weist an seinem vorderen Ende eine Tragkonstruktion 58 auf, an der ein zum Rohrstück 42 im wesentlichen achsparallel ausgerichteter Hydrozylinder 48 schwenkbar gelagert ist. Am vorderen Ende des Rohrstücks 42 ist der biegsame Endschlauch 36 angeschlossen, der in seinem endseitigen Drittel eine als Klemmbügel ausgebildete Manschette 50 trägt, die mit seitlichen Drehlagern 52 versehen ist, an denen der gabelförmige Lastarm 54 eines zweiarmigen Schwenkhebels 56 angelenkt ist. Der Schwenkhebel 56 ist am Ende eines im wesentlichen axial über die Tragkonstruktion 58 des Rohrstücks 42 um eine zu den Drehlagern 52 parallele Achse 60 schwenkbar gelagert und ist an seinem gegenüber dem Lastarm 54 abgewinkelten Kraftarm 62 mit der Kolbenstange 64 des Hydrozylinders 48 verbunden. Durch Betätigung des Hydrozylinders 48 kann der Schwenkhebel 56 in einem Winkelbereich von etwa 60° geschwenkt werden. Diese Schwenkbewegung wird in eine Biegung des Endschlauchs 36 umgesetzt, dessen über die Manschette 50 überstehendes Anschlußstück hierbei einen effektiven Schwenkwinkel von 90° durchläuft. Weiter ist an dem Rohrabschnitt 46 ein Gehäuse 66 zur Aufnahme eines Hydromotors 68 angeordnet, dessen Antriebswelle 70 über einen Kettentrieb 72 mit dem Rohrstück 42 kuppelbar ist. Damit läßt sich das Rohrstück 42 motorisch gegenüber dem Rohrabschnitt 46 in jede beliebige Drehlage verdrehen. Die Dreh- und Kippbewegung des Endschlauches 46 erfolgt durch hydraulische Ansteuerung des Hydromotors 68 und des Hydrozylinders 48 über die im Gehäuse 66 angeordneten Steuerventile 74 mit Hilfe einer nicht dargestellten Fernsteuerung. Damit kann der Endschlauch 36 durch entsprechende Betätigung des Verteilermasts 20 und des Endschlauchmanipulators 40 nacheinander an die Betonierstutzen oder -fenster 76 einer Tunnelschalung 78 angeschlossen werden.As can be seen from FIGS. 4a to c, the truck-mounted concrete pump described can also be used for tunnel concreting if the end arm 5 is additionally equipped with a hydraulically and / or motor-operated end hose manipulator 40. The end hose manipulator 40 can be connected to the last pipe section 46 of the end arm 5 of the concrete placing boom 20 via a rigid pipe section 42 and a pipe rotating coupling 44. The pipe section 42 has at its front end a support structure 58 on which a pipe section 42 in substantially axially parallel hydraulic cylinder 48 is pivotally mounted. At the front end of the pipe section 42, the flexible end hose 36 is connected, which carries in its end third a sleeve 50 designed as a clamping bracket, which is provided with lateral pivot bearings 52 to which the fork-shaped load arm 54 of a two-armed pivot lever 56 is articulated. The pivot lever 56 is pivotally mounted at the end of an essentially axially via the support structure 58 of the pipe section 42 about an axis 60 parallel to the pivot bearings 52 and is connected to the piston rod 64 of the hydraulic cylinder 48 at its power arm 62 which is angled with respect to the load arm 54. By actuating the hydraulic cylinder 48, the pivot lever 56 can be pivoted in an angular range of approximately 60 °. This pivoting movement is converted into a bend in the end hose 36, the connecting piece projecting beyond the sleeve 50 passing through an effective pivoting angle of 90 °. Furthermore, a housing 66 is arranged on the pipe section 46 for receiving a hydraulic motor 68, the drive shaft 70 of which can be coupled to the pipe section 42 via a chain drive 72. Thus, the pipe section 42 can be rotated by motor in relation to the pipe section 46 in any rotational position. The rotation and tilting movement of the end hose 46 takes place by hydraulic control of the hydraulic motor 68 and the hydraulic cylinder 48 via the control valves 74 arranged in the housing 66 with the aid of a remote control (not shown). The end hose 36 can thus be actuated by corresponding actuation of the distribution mast 20 and the end hose manipulator 40 are successively connected to the concreting nozzle or window 76 of a tunnel formwork 78.

Zusammenfassend ist folgendes festzustellen: Die Erfindung bezieht sich auf einen an einem Fahrzeug angeordneten fünfarmigen Betonverteilermast 20, dessen Mastarme 1,2 und 3 an ihren einen Schwenkbereich von etwa 180° aufweisenden Knickgelenken B und C gegensinnig nach Art einer Z-Faltung gegeneinanderfaltbar sind. Um ein Betonieren unter paralleler Schlauchführung über Hindernisse und Etagen hinweg zu ermöglichen, wird gemäß der Erfindung vorgeschlagen, daß die Mastarme 3,4 und 5 an ihren einen Schwenkbereich von etwa 270° aufweisenden Gelenken D und E jeweils gleichsinnig zu den Mastarmen 2 und 3 im Bereich ihres Knickgelenks C nach Art einer Rollfaltung gegeneinanderfaltbar sind.In summary, the following can be stated: The invention relates to a five-armed concrete placing boom 20 arranged on a vehicle, the mast arms 1, 2 and 3 of which, at their articulated joints B and C having a pivoting range of approximately 180 °, can be folded in opposite directions in the manner of a Z-fold. In order to enable concreting under parallel hose routing over obstacles and floors, it is proposed according to the invention that the mast arms 3, 4 and 5 on their joints D and E, which have a swivel range of approximately 270 °, each have the same direction as the mast arms 2 and 3 in Area of their articulation C are foldable against each other in the manner of a roll fold.

Claims (4)

  1. A five-arm concrete-distribution rig (20) arranged on a vehicle comprising a rig arm (1) higed to a horizontal pivot joint (A) on a pivot bearing block (16) which is arranged on the front axle side on the vehicle (10) and rotatable about the vertical axis (18), second, third, fourth and fifth rig arms (2, 3, 4, 5) lying in a travelling position under the rig arm (1) and foldable in pairs at the hinged joints (B, C, D and E) against the respective preceding rig arm in an alignment essentially parallel to one another, a plurality of pipe sections (46) of a feed pipe (28), wherein the feed pipe can be loaded with concrete and leads to an end hose (36) hinged to the free end of the fifth rig arm (5) at a pipe rotating joint (44) and wherein the pipe sections extend along the rig arms and are connected with one another at pipe rotating joints which are axially parallel with respect to the hinged joints, and wherein the first and second rig arms (1, 2) and the second and third rig arms (2, 3) are foldable like a Z against one another in opposite rotational directions at their hinged joints (B, C) having a swivelling range of approximately 180°, characterized in that the third and fourth rig arms (3, 4) and the fourth and fifth rig arms (4, 5) can be roll-folded against one another at their hinged joints (D, E) each in the same rotational direction with the rig arms roll-folded between the second and third rig arms (2, 3) in the area of its hinged joint (C).
  2. The concrete-distribution rig according to Claim 1, characterized in that the hinged joints (D, E) between the third and fourth rig arm (3, 4) and between the fourth and fifth rig arm (4, 5) have an angle of traverse of approximately 270°.
  3. The concrete-distribution rig according to Claim 1 or 2, characterized in that all pipe sections (46) and the associated pipe rotating joints which are free of rotary leadthroughs are arranged each on the same side of the respective rig arms.
  4. The concrete-distribution rig according to one of the Claims 1 to 3, characterized in that an end-hose manipulator (40) is arranged on the free end of the fifth rig arm (5) preferably for the motor-driven movement and alignment of the end hose (36) by a remote control.
EP19930920738 1992-10-02 1993-09-16 Concrete-distribution rig Revoked EP0663978B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4233171A DE4233171A1 (en) 1992-10-02 1992-10-02 Concrete placing boom
DE4233171 1992-10-02
PCT/EP1993/002503 WO1994008111A1 (en) 1992-10-02 1993-09-16 Concrete-distribution rig

Publications (2)

Publication Number Publication Date
EP0663978A1 EP0663978A1 (en) 1995-07-26
EP0663978B1 true EP0663978B1 (en) 1996-02-21

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EP19930920738 Revoked EP0663978B1 (en) 1992-10-02 1993-09-16 Concrete-distribution rig

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US (1) US5535780A (en)
EP (1) EP0663978B1 (en)
JP (1) JPH08501609A (en)
KR (1) KR100239840B1 (en)
AT (1) ATE134412T1 (en)
DE (2) DE4233171A1 (en)
ES (1) ES2084511T3 (en)
WO (1) WO1994008111A1 (en)

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JPH08501609A (en) 1996-02-20
KR100239840B1 (en) 2000-01-15
DE4233171A1 (en) 1994-04-07
EP0663978A1 (en) 1995-07-26
US5535780A (en) 1996-07-16
DE59301692D1 (en) 1996-03-28
WO1994008111A1 (en) 1994-04-14
ATE134412T1 (en) 1996-03-15
ES2084511T3 (en) 1996-05-01

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