EP0655100B1 - Travelling concreting device - Google Patents
Travelling concreting device Download PDFInfo
- Publication number
- EP0655100B1 EP0655100B1 EP93912995A EP93912995A EP0655100B1 EP 0655100 B1 EP0655100 B1 EP 0655100B1 EP 93912995 A EP93912995 A EP 93912995A EP 93912995 A EP93912995 A EP 93912995A EP 0655100 B1 EP0655100 B1 EP 0655100B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mast
- axis
- arm
- distributor
- distributor arm
- 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
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0427—Devices for both conveying and distributing with distribution hose on a static support, e.g. crane
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0436—Devices for both conveying and distributing with distribution hose on a mobile support, e.g. truck
-
- Y—GENERAL 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S417/00—Pumps
- Y10S417/90—Slurry pumps, e.g. concrete
Definitions
- the invention relates to a concreting device with a rotating column that can be rotated about a vertical axis on a chassis, a pivoting boom that is arranged to pivot about a horizontal axis on the rotating column, has at least two elongated mast booms that can be moved relative to one another, a distributor arm articulated at the free end of the distributor mast, and a distributor arm that is pivoted from the rotating column Conveyor line for the concrete extending to the distributor arm along the distributor mast, the distributor mast consisting of at least two mast brackets, the distributor arm being arranged on the distributor mast so as to be pivotable about a transverse axis perpendicular to the mast axis and a longitudinal axis perpendicular thereto, and the conveyor line being fastened to and at the end of the distributor mast on the side of the distributor arm the placing boom is portable.
- Concreting devices of this type are primarily intended for the introduction of concrete into tunnel formwork, which have a plurality of closable filling openings distributed in the longitudinal and circumferential directions, which are supplied with concrete by the concreting device by means of a mouthpiece arranged at the end of the distributor arm.
- the distribution boom it is known from GB-A-2 008 656 to design the distribution boom as a two- or three-arm articulated mast, the mast sections of which can be aligned with one another in the operating state in the extended position and can be folded against one another in the transport state are.
- the distributor arm can be pivoted both about the transverse axis and about the longitudinal axis of the mast section at the end.
- a suitable arrangement of the operating joints and dimensioning of the dimensions of the mast sections make it possible to use the concreting device even in relatively low tunnel structures.
- the smaller the unfolding height of the mast sections the smaller the range of the placing mast in the longitudinal direction.
- the processing height is therefore limited, which are about 4 to 5 m in this concreting facility with an articulated mast.
- a hose guide device for a concrete spraying system in which a hose is arranged in the interior of a lance arranged axially displaceably in a boom that can be pivoted about a horizontal axis.
- the hose shows a fixed length and the lance is not telescopic per se, so that long distances cannot be overcome with this arrangement.
- the object of the invention is to develop a concreting device of the type specified at the outset which, despite its relatively long range, can be used in very low tunnels.
- the solution according to the invention is based on the idea that with a placing boom, which is composed exclusively of telescopic mast sections, no unfolding and therefore no additional unfolding height is required, which limits the machinable tunnel height downwards. Accordingly, it is proposed according to the invention that the distribution boom consists of at least two telescopic boom extensions, and that the delivery line, which is at least partially designed as a flexible hose, can be automatically wound up on a hose drum arranged on the rotating column and can be unwound from it in accordance with the telescopic projection of the distribution boom .
- the hose drum expediently has a motorized, preferably hydraulic, rotary drive acting in the winding direction.
- the conveyor line expediently has a pipe coupling on its distributor arm end for connection to a concrete nozzle or a concrete window of a tunnel formwork.
- the placing boom with its telescopic axis is expediently between an angle of about 10 ° to 20 ° downwards and an approximately vertically upward position around the horizontal axis the rotating column can be swiveled.
- the distributor arm is arranged on a working platform or cabin which is articulated on the end of the last mast section on the distributor arm side and can be rotated about a vertical axis.
- the delivery line can be equipped with a concrete spray nozzle, preferably pressurized with compressed air, with which sprayed concrete can be applied, for example, during tunneling to temporarily secure the rock.
- the concrete supply is advantageously carried out via a concrete pump and a material feed container, both of which can be arranged directly on the chassis.
- the placing arm can also have at least two in its longitudinal extent telescopic arm sections are assembled.
- the mobile concreting devices shown in the drawing have, for example, a chassis 10 designed as a single-axle trailer.
- a chassis 10 designed as a single-axle trailer.
- other chassis such as a two-axle trailer, a self-propelled one Chassis with wheel or crawler chassis or a truck chassis to use.
- the chassis 10 has a rotating column 16, which can be rotated about a vertical axis 14 on a fixed foot 12 and on which a placing boom 18 is pivotably mounted about a horizontal axis 20 by means of a hydraulic cylinder 22.
- the placing boom 18 is designed as a four-arm telescopic mast, which consists of a basic boom 24 articulated on the rotating column 16 and three telescopic telescopic booms 24 ', 24'',24'''.
- a distributor arm 26 which can be pivoted about a transverse axis 30 perpendicular to the telescopic axis, for example by ⁇ 30 ° and about a longitudinal axis 30 perpendicular to this, by 360 °.
- the delivery line 32 is designed as a flexible hose which is partially wound on a hose drum 38 arranged on the rotating column 16.
- the conveying line 32 is withdrawn or wound up from the hose drum 38 when the telescopic booms 24 ', 24'',24''' are telescoped.
- the latter takes place automatically via a hydraulic rotary drive, not shown in the drawing, which acts on the hose reel 38 and ensures that the delivery hose is kept under tension, so that it is pulled back the telescopic boom 24 ', 24 ", 24"' does not sag, buckle or fold between the individual supports.
- the delivery line 32 extends with its curved end piece 32 ′ over the distributor arm 26.
- the delivery line 32 ' opens into a mouthpiece 40 which can be connected to the filler neck 42 of a formwork carriage 46 arranged in the tunnel 44.
- all filler necks 42 arranged in the longitudinal and circumferential direction of the formwork carriage 46 can be actuated by pivoting the basic boom 24 about the horizontal axis 20 the telescopic boom 24 ', 24' ', 24' '' and by pivoting the distributor arm 26 about the axes 28 and 30 can be reached.
- the distributor arm 26 can also be extended telescopically to increase the range.
- the formwork carriage 46 is moved a little in the longitudinal direction of the route on its undercarriage 52 while temporarily lifting its formwork from the tunnel wall. Then the chassis 10 with the concreting device is brought into a new working position with respect to the formwork carriage 46.
- the conveying line 32 has a hose drum 38 instead coiled conveyor hose on a pair of pipe scissors 54, which is arranged between the telescopic arms 24 ', 24 ", 24"' and can be folded out when they are extended.
- a work cabin 56 with automatic level regulation is articulated, which can be rotated about a vertical axis.
- a telescopic distributor arm 26 ', 26' ' is articulated to the working cabin, on the telescopic arm 26' 'of which a compressed air-operated concrete sprayer 58, which is supplied with concrete via the delivery line 32', is pivotably arranged.
- the concrete sprayer 58 is intended for the temporary securing of the mountains in the course of tunneling with fine concrete.
- the telescopic placing boom 18 also allows work in a confined space with low tunnel heights.
- the invention relates to a concreting device with a rotating column 16 which can be rotated about a vertical axis 14 on a chassis 10, an at least two elongated mast booms 24, 24 'which are arranged pivotably about a horizontal axis 20 on the rotating column 16, 24 ", 24"'having distribution boom 18, a distribution arm 26 articulated at the free end of the distribution boom 18 and a delivery line 32, 32' for the concrete extending from the rotating column 16 to the distribution arm 26 along the distribution boom 18.
- the placing boom 18 consists of at least two telescopic boom arms 24, 24 ', 24 ", 24"''in the longitudinal direction, while the placing arm 26 is pivotable about a transverse axis 30 perpendicular to the telescopic axis and about a longitudinal axis 28 perpendicular thereto on the placing mast 18.
- the delivery line 32, 32 ' which is at least partially designed as a flexible hose, can be automatically wound up on a hose drum 38 arranged on the rotating column 16 and can be unwound from it in accordance with the telescopic discharge of the distribution boom 18.
Abstract
Description
Die Erfindung betrifft eine Betoniereinrichtung mit einer an einem Fahrgestell um eine Vertikalachse drehbaren Drehsäule, einem um eine Horizontalachse an der Drehsäule verschwenkbar angeordneten, mindestens zwei relativ zueinander bewegbare langgestreckte Mastausleger aufweisenden Verteilermast, einem am freien Ende des Verteilermasts angelenkten Verteilerarm und einer sich von der Drehsäule zum Verteilerarm entlang dem Verteilermast erstreckenden Förderleitung für den Beton, wobei der Verteilermast aus mindestens zwei Mastauslegern besteht, der Verteilerarm um eine zur Mastachse senkrechte Querachse und eine dazu senkrechte Längsachse schwenkbar am Verteilermast angeordnet ist, und die Förderleitung am verteilerarmseitigen Ende des Verteilermasts befestigt und mit dem Verteilermast mitnehmbar ist.The invention relates to a concreting device with a rotating column that can be rotated about a vertical axis on a chassis, a pivoting boom that is arranged to pivot about a horizontal axis on the rotating column, has at least two elongated mast booms that can be moved relative to one another, a distributor arm articulated at the free end of the distributor mast, and a distributor arm that is pivoted from the rotating column Conveyor line for the concrete extending to the distributor arm along the distributor mast, the distributor mast consisting of at least two mast brackets, the distributor arm being arranged on the distributor mast so as to be pivotable about a transverse axis perpendicular to the mast axis and a longitudinal axis perpendicular thereto, and the conveyor line being fastened to and at the end of the distributor mast on the side of the distributor arm the placing boom is portable.
Betoniereinrichtungen dieser Art sind vor allem zum Einbringen von Beton in Tunnelschalungen bestimmt, die in mehrere in Streckenlängs- und -umfangsrichtung verteilt angeordnete verschließbare Einfüllöffnungen aufweisen, die durch die Betoniereinrichtung mittels eines am Ende des Verteilerarms angeordneten Mundstücks mit Beton beaufschlagt werden. Um diesen Vorgang zu erleichtern und zu beschleunigen ist es aus der GB-A-2 008 656 bekannt, den Verteilermast als zwei- oder dreiarmigen Knickmast auszubilden, dessen Mastabschnitte im Betriebszustand in Strecklage gegeneinander ausfluchtbar und im Transportzustand gegeneinander anklappbar sind. Um das Mundstück der Förderleitung auch an unterschiedlich ausgerichtete Einfüllstutzen der Schalung anschließen zu können, ist der Verteilerarm sowohl um die Querachse als auch um die Längsachse des endseitigen Mastabschnitts verschwenkbar. Durch eine geeignete Anordnung der Betriebsgelenke und Bemessung der Abmessungen der Mastabschnitte ist es zwar möglich, die Betoniereinrichtung auch in relativ niedrigen Tunnelbauten einzusetzen. Je kleiner die Ausfalthöhe der Mastabschnitte ist, um so kleiner ist jedoch die Reichweite des Verteilermasts in Streckenlängsrichtung. Der Bearbeitungshöhe sind daher Grenzen gesetzt, die bei dieser Betoniereinrichtung mit Knickmast bei ca. 4 bis 5 m liegen.Concreting devices of this type are primarily intended for the introduction of concrete into tunnel formwork, which have a plurality of closable filling openings distributed in the longitudinal and circumferential directions, which are supplied with concrete by the concreting device by means of a mouthpiece arranged at the end of the distributor arm. In order to facilitate and accelerate this process, it is known from GB-A-2 008 656 to design the distribution boom as a two- or three-arm articulated mast, the mast sections of which can be aligned with one another in the operating state in the extended position and can be folded against one another in the transport state are. In order to be able to connect the mouthpiece of the delivery line to differently aligned filler neck of the formwork, the distributor arm can be pivoted both about the transverse axis and about the longitudinal axis of the mast section at the end. A suitable arrangement of the operating joints and dimensioning of the dimensions of the mast sections make it possible to use the concreting device even in relatively low tunnel structures. However, the smaller the unfolding height of the mast sections, the smaller the range of the placing mast in the longitudinal direction. The processing height is therefore limited, which are about 4 to 5 m in this concreting facility with an articulated mast.
Aus der GB-A-2 182 697 ist es zwar bei einer Bolzensetzmaschine mit Bohrer und Betonierschlauch an sich bekannt, einen Betonierschlauch zum Einbringen von Beton in ein zuvor gebohrtes Gesteinsloch auf einer Schlauchtrommel auf- und abzuwickeln. Der Betonierschlauch wird dort jedoch beim Auf- und Abwickeln durch ein biegsames Führungsrohr unmittelbar bis zu der auszubetonierenden Bohrung hindurchgeführt, ohne mit einem Verteilermast verbunden zu sein. Auf diese Weise läßt sich mit dem Betonierschlauch nur eine relativ kleine Reichweite überwinden, so daß ein Einsatz zum Betonieren in Tunnelbauten nicht möglich erscheint.From GB-A-2 182 697 it is known per se in a bolt-setting machine with a drill and concreting hose to wind and unwind a concreting hose for introducing concrete into a previously drilled rock hole on a hose reel. The concreting hose, however, is passed through a flexible guide tube directly up to the hole to be concreted during winding and unwinding, without being connected to a placing boom. In this way, only a relatively small range can be covered with the concreting hose, so that use for concreting in tunnel structures does not appear possible.
Aus der EP-A-0 066 755 ist eine Schlauchführungseinrichtung für eine Betonspritzanlage bekannt, bei der ein Schlauch im Inneren einer in einem um eine horizontale Achse schwenkbaren Ausleger axial verschiebbar angeordneten Lanze angeordnet ist. Der Schlauch weist dabei eine feste Länge auf und die Lanze ist an sich nicht teleskopierbar, so daß die Überwindung größerer Strecken mit dieser Anordnung nicht möglich ist.From EP-A-0 066 755 a hose guide device for a concrete spraying system is known, in which a hose is arranged in the interior of a lance arranged axially displaceably in a boom that can be pivoted about a horizontal axis. The hose shows a fixed length and the lance is not telescopic per se, so that long distances cannot be overcome with this arrangement.
Ausgehend hiervon liegt der Erfindung die Aufgabe zugrunde, eine Betoniereinrichtung der eingangs angegebenen Art zu entwickeln, die trotz relativ großer Reichweite in sehr niedrigen Tunnelbauten einsetzbar ist.Proceeding from this, the object of the invention is to develop a concreting device of the type specified at the outset which, despite its relatively long range, can be used in very low tunnels.
Zu Lösung dieser Aufgabe wird die im Patentanspruch 1 angegebene Merkmalskombination vorgeschlagen. Weitere vorteilhafte Ausgestaltungen und Weiterbildungen der Erfindung ergeben sich aus den abhängigen Ansprüchen.To achieve this object, the combination of features specified in claim 1 is proposed. Further advantageous refinements and developments of the invention result from the dependent claims.
Die erfindungsgemäße Lösung geht von dem Gedanken aus, daß mit einem Verteilermast, der ausschließlich aus gegeneinander teleskopierbaren Mastabschnitten zusammengesetzt ist, keine Ausfaltung und dadurch auch keine zusätzliche Ausfalthöhe erforderlich ist, die die bearbeitbare Tunnelhöhe nach unten hin begrenzt. Dementsprechend wird gemäß der Erfindung vorgeschlagen, daß der Verteilermast aus mindestens zwei in ihrer Längserstreckung teleskopierbaren Mastauslegern besteht, und daß die zumindest teilweise als biegsamer Schlauch ausgebildete Förderleitung auf einer an der Drehsäule angeordneten Schlauchtrommel selbsttätig aufwickelbar und von dieser nach Maßgabe der Teleskopausladung des Verteilermasts abwickelbar ist.The solution according to the invention is based on the idea that with a placing boom, which is composed exclusively of telescopic mast sections, no unfolding and therefore no additional unfolding height is required, which limits the machinable tunnel height downwards. Accordingly, it is proposed according to the invention that the distribution boom consists of at least two telescopic boom extensions, and that the delivery line, which is at least partially designed as a flexible hose, can be automatically wound up on a hose drum arranged on the rotating column and can be unwound from it in accordance with the telescopic projection of the distribution boom .
Die Schlauchtrommel weist zweckmäßig einen in Aufwickelrichtung wirkenden motorischen, vorzugsweise hydraulischen Drehantrieb auf.The hose drum expediently has a motorized, preferably hydraulic, rotary drive acting in the winding direction.
Die Förderleitung weist zweckmäßig an ihrem verteilerarmseitigen Ende eine Rohrkupplung für den Anschluß an einen Betonierstutzen oder ein Betonierfenster einer Tunnelschalung auf. Um möglichst alle Anschlußstellen in einem Schalungswagen von einem festen Standort des Fahrgestells außerhalb des Schalungswagens erreichen zu können, ist der Verteilermast mit seiner Teleskopachse zweckmäßig zwischen einer um etwa 10° bis 20° schräg nach unten und einer etwa vertikal nach oben weisenden Lage um die Horizontalachse der Drehsäule verschwenkbar.The conveyor line expediently has a pipe coupling on its distributor arm end for connection to a concrete nozzle or a concrete window of a tunnel formwork. In order to be able to reach all connection points in a formwork carriage from a fixed location of the chassis outside the formwork carriage, the placing boom with its telescopic axis is expediently between an angle of about 10 ° to 20 ° downwards and an approximately vertically upward position around the horizontal axis the rotating column can be swiveled.
Gemäß einer vorteilhaften Weiterbildung der Erfindung ist der Verteilerarm an einer am verteilerarmseitigen Ende des letzten Mastabschnitts angelenkten, um eine vertikale Achse drehbaren Arbeitsbühne oder -kabine angeordnet. Die Förderleitung kann dort an ihrem verteilerarmseitigen Ende mit einer vorzugsweise mit Druckluft beaufschlagten Betonspritzdüse bestückt werden, mit der beispielsweise beim Tunnelvortrieb Spritzbeton zur vorläufigen Sicherung des Gebirges aufgetragen werden kann.According to an advantageous development of the invention, the distributor arm is arranged on a working platform or cabin which is articulated on the end of the last mast section on the distributor arm side and can be rotated about a vertical axis. At its end on the distributor arm side, the delivery line can be equipped with a concrete spray nozzle, preferably pressurized with compressed air, with which sprayed concrete can be applied, for example, during tunneling to temporarily secure the rock.
Die Betonversorgung erfolgt vorteilhafterweise über eine Betonpumpe und einen Materialaufgabebehälter, die beide unmittelbar am Fahrgestell angeordnet werden können.The concrete supply is advantageously carried out via a concrete pump and a material feed container, both of which can be arranged directly on the chassis.
Zur Vergrößerung der Reichweite des Verteilermasts und des Verteilerarms kann auch der Verteilerarm seinerseits aus mindestens zwei in ihrer Längserstreckung teleskopierbaren Armabschnitten zusammengesetzt werden.In order to increase the range of the placing boom and the placing arm, the placing arm can also have at least two in its longitudinal extent telescopic arm sections are assembled.
Im folgenden wird die Erfindung anhand einiger in der Zeichnung in schematischer Weise dargestellter Ausführungsbeispiele näher erläutert. Es zeigen
- Fig. 1
- eine fahrbare Tunnelbetoniereinrichtung mit teleskopierbarem Verteilermast und Schlauchtrommel in schaubildlicher Darstellung;
- Fig. 2
- eine Seitenansicht der Betoniereinrichtung in einem Tunnel mit Schalungswagen in zwei Betriebszuständen;
- Fig. 3
- eine Stirnseitenansicht der Betoniereinrichtung in verschiedenen Betriebsstellungen des Verteilerarms;
- Fig. 4
- eine Seitenansicht einer Betoniereinrichtung mit Arbeitskabine und Betonspritzdüse in verschiedenen Arbeitspositionen;
- Fig. 5
- eine Seitenansicht einer Betoniereinrichtung mit vierarmigem Teleskopmast und Rohrschere.
- Fig. 1
- a mobile tunnel concreting device with telescopic placing boom and hose reel in a diagram;
- Fig. 2
- a side view of the concreting device in a tunnel with formwork car in two operating states;
- Fig. 3
- an end view of the concreting device in different operating positions of the distributor arm;
- Fig. 4
- a side view of a concreting device with work booth and concrete spray nozzle in different working positions;
- Fig. 5
- a side view of a concreting device with four-arm telescopic mast and pipe shears.
Die in der Zeichnung dargestellten fahrbaren Betoniereinrichtungen weisen beispielhaft ein als Einachshänger ausgebildetes Fahrgestell 10 auf. Grundsätzlich ist es möglich, statt des Einachshängers auch andere Fahrgestelle, beispielsweise einen Zweiachshänger, ein selbstfahrendes Fahrgestell mit Rad- oder Raupenfahrwerk oder ein LKW-Chassis zu verwenden.The mobile concreting devices shown in the drawing have, for example, a
Das Fahrgestell 10 weist eine an einem feststehenden Fuß 12 um eine vertikale Achse 14 drehbare Drehsäule 16 auf, an der ein Verteilermast 18 um eine Horizontalachse 20 mittels eines Hydrozylinders 22 schwenkbar gelagert ist. Der Verteilermast 18 ist bei den gezeigten Ausführungsbeispielen als vierarmiger Teleskopmast ausgebildet, der aus einem an der Drehsäule 16 angelenkten Grundausleger 24 und drei teleskopierbaren Telesopauslegern 24',24'',24''' besteht. Am freien Ende des letzten Teleskopauslegers 24''' befindet sich ein Verteilerarm 26, der um eine zur Teleskopachse senkrechte Querachse 30 beispielsweise um ± 30° sowie um eine zu dieser senkrechten Längsachse 30 um 360° schwenkbar ist. Entlang dem Verteilermast 18 und dem Verteilerarm 26 erstreckt sich eine Betonförderleitung 32,32', die über einen Materialaufgabebehälter 34 und eine Betonpumpe 36 mit Beton beaufschlagbar ist. Im Falle der Fig. 1 bis 4 ist die Förderleitung 32 als flexibler Schlauch ausgebildet, der auf einer an der Drehsäule 16 angeordneten Schlauchtrommel 38 teilweise aufgewickelt ist. Die Förderleitung 32 wird beim Teleskopieren der Teleskopausleger 24',24'',24''' von der Schlauchtrommel 38 abgezogen oder aufgewickelt. Letzteres erfolgt selbsttätig über einen in der Zeichnung nicht dargestellten, an der Schlauchtrommel 38 angreifenden hydraulischen Drehantrieb, der dafür sorgt, daß der Förderschlauch ständig unter Spannung gehalten wird, so daß er beim Zurückziehen der Teleskopausleger 24',24",24"' nicht zwischen den einzelnen Auflagen durchhängt, durchknickt oder faltet. Die Förderleitung 32 erstreckt sich mit ihrem gebogenen Endstück 32' über den Verteilerarm 26.The
Bei den in Fig. 1 bis 3 und 5 gezeigten Ausführungsbeispielen mündet die Förderleitung 32' in ein Mundstück 40, das an die Einfüllstutzen 42 eines im Tunnel 44 angeordneten Schalungswagens 46 anschließbar ist. Wie aus den Fig. 2 und 3 zu ersehen ist, können von dem hinter dem Schalungswagen 46 im Tunnel positionierten Fahrgestell 10 aus sämtliche in Streckenlängs- und -umfangsrichtung des Schalungswagens 46 angeordneten Einfüllstutzen 42 durch Schwenken des Grundauslegers 24 um die Horizontalachse 20, durch Betätigen der Teleskopausleger 24',24'',24''' und durch Schwenken des Verteilerarms 26 um die Achsen 28 und 30 erreicht werden. Wie aus Fig. 2 zu ersehen ist, kann zur Vergrößerung der Reichweite zusätzlich auch noch der Verteilerarm 26 teleskopartig ausgezogen werden. Nach Aushärten des in den abgeschalten Formraum 48 eingefüllten Betons 50 wird der Schalungswagen 46 unter zeitweiligem Abheben seiner Schalung von der Tunnelwand auf seinem Fahrwerk 52 ein Stück weit in Streckenlängsrichtung verfahren. Danach wird auch das Fahrgestell 10 mit der Betoniereinrichtung in eine neue Arbeitsposition bezüglich des Schalungswagens 46 gebracht.In the exemplary embodiments shown in FIGS. 1 to 3 and 5, the delivery line 32 'opens into a
Bei dem in Fig. 5 gezeigten Ausführungsbeispiel weist die Förderleitung 32 statt einer Schlauchtrommel 38 mit aufgewickeltem Förderschlauch eine Rohrschere 54 auf, die zwischen den Teleskopauslegern 24',24",24 "' angeordnet und bei deren Ausfahren auseinanderklappbar ist.In the exemplary embodiment shown in FIG. 5, the
Bei dem in Fig. 4 gezeigten Ausführungsbeispiel ist am Ende des letzten Teleskopauslegers 24''' eine Arbeitskabine 56 mit automatischer Niveauregulierung angelenkt, die um eine Vertikalachse drehbar ist. An der Arbeitskabine ist ein teleskopierbarer Verteilerarm 26',26'' angelenkt, an dessen Teleskoparm 26'' eine über die Förderleitung 32' mit Beton beaufschlagte, druckluftbetriebene Betonspritze 58 schwenkbar angeordnet ist. Die Betonspritze 58 ist zur vorläufigen Sicherung des Gebirges im Zuge des Tunnelvortriebs mit Feinbeton bestimmt. Der teleskopierbare Verteilermast 18 erlaubt auch hier ein Arbeiten auf engstem Raum bei geringen Tunnelhöhen.In the exemplary embodiment shown in FIG. 4, at the end of the last
Zusammenfassend ist folgendes festzustellen: Die Erfindung bezieht sich auf eine Betoniereinrichtung mit einer an einem Fahrgestell 10 um eine Vertikalachse 14 drehbaren Drehsäule 16, einem um eine Horizontalachse 20 an der Drehsäule 16 verschwenkbar angeordneten, mindestens zwei relativ zueinander bewegbare langgestreckte Mastausleger 24,24',24",24"' aufweisenden Verteilermast 18, einem am freien Ende des Verteilermasts 18 angelenkten Verteilerarm 26 und einer sich von der Drehsäule 16 zum Verteilerarm 26 entlang dem Verteilermast 18 erstreckenden Förderleitung 32,32' für den Beton. Um die Betoniereinrichtung auch in niedrigen Tunnelbaustellen einsetzen zu können, besteht der Verteilermast 18 aus mindestens zwei in ihrer Längsrichtung teleskopierbaren Mastauslegern 24,24',24", 24''', während der Verteilerarm 26 um eine zur Teleskopachse senkrechte Querachse 30 und um eine dazu senkrechte Längsachse 28 schwenkbar am Verteilermast 18 angeordnet ist. Die zumindest teilweise als biegsamer Schlauch ausgebildete Förderleitung 32,32' ist auf einer an der Drehsäule 16 angeordneten Schlauchtrommel 38 selbsttätig aufwickelbar und von dieser nach Maßgabe der Teleksopausladung des Verteilermasts 18 abwickelbar.In summary, the following can be stated: the invention relates to a concreting device with a
Claims (8)
- A concreting device comprising a rotary column (16) rotatable about a vertical axis (14) on a chassis (10), a distribution mast (18) arranged pivotally about a horizontal axis (20) on the rotary column (16), and has at least two elongated mast arms (24, 24', 24", 24"') which are movable relative to one another, a distributor arm (26; 26', 26") hinged to the free end of the distribution mast (18), and a conveyor line (32, 32') for the concrete, which conveyor line extends from the rotary column (16) to the distributor arm (26; 26', 26") along the distribution mast (18), with the distribution mast consisting of at least two mast arms (24, 24', 24", 24"'), the distributor arm (26; 26', 26") being pivotally arranged about a transverse axis (30) which is perpendicular with respect to the axis of the mast, and about a longitudinal axis (28) which is perpendicular with respect to the transverse axis, on the distribution mast (18), and the conveyor line (32, 32') being fastened to the end of the distributor mast (18), which end is on the side of the distributor arm and being able to be taken along with the distribution mast, wherein the distribution mast consists of at least two longitudinally telescopic mast arms (24, 24', 24", 24"'), and wherein the conveyor line (32, 32'), which is at least partly designed as a flexible hose, can be wound automatically onto a hose drum (38) arranged on the rotary column (16) and can be unwound automatically from said drum in accordance with the telescopic extension of the distribution mast (18).
- The concreting device according to Claim 1, wherein the hose drum (38) has a motor-driven, preferably hydraulic rotary drive acting in the winding-up direction.
- The concreting device according to Claim 1 or 2, wherein the distributor arm (25', 26") is arranged on a work platform (56) or a work cabin rotatable about a vertical axis and is hinged with an automatic level balancing to the end of the last mast arm (24"'), which end is on the side of the distributor arm behind the transverse axis (30).
- The concreting device according to one of the Claims 1 to 3, wherein the conveyor line (32) has a pipe coupling or a mouth piece (40) at its end (32') on the side of the distributor arm for connection to a feed pipe (42) of a tunnel form (46).
- The concreting device according to one of the Claims 1 to 4, wherein the conveyor line (32) has a concrete-spraying nozzle (58), which is preferably loadable with compressed air, at its end on the side of the distributor arm.
- The concreting device according to one of the Claims 1 to 5, wherein a concrete pump (36), which can be supplied with concrete through a material-feeding container (34), is arranged in the chassis (10).
- The concreting device according to one of the Claims 1 to 6, wherein the distributor arm (26; 26', 26") consists of two longitudinally telescopic arm sections.
- The concreting device according to one of the Claims 1 to 7, wherein the distributor mast (18) can be pivoted with its telescopic axis about the horizontal axis (20) on the rotary column (16) between a position pointing approximately 10° to 20° downwardly inclined and a position pointing approximately vertically upwardly.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4227364 | 1992-08-19 | ||
DE4227364 | 1992-08-19 | ||
PCT/EP1993/001529 WO1994004792A1 (en) | 1992-08-19 | 1993-06-16 | Travelling concreting device |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0655100A1 EP0655100A1 (en) | 1995-05-31 |
EP0655100B1 true EP0655100B1 (en) | 1996-08-28 |
Family
ID=6465829
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP93912995A Expired - Lifetime EP0655100B1 (en) | 1992-08-19 | 1993-06-16 | Travelling concreting device |
Country Status (5)
Country | Link |
---|---|
US (1) | US5522677A (en) |
EP (1) | EP0655100B1 (en) |
JP (1) | JPH08500403A (en) |
DE (2) | DE59303596D1 (en) |
WO (1) | WO1994004792A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109110700A (en) * | 2018-09-11 | 2019-01-01 | 中国铁建重工集团有限公司 | Job platform for tunnel overhaul and the tunnel overhaul operation locomotive including it |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH691873A5 (en) * | 1995-12-27 | 2001-11-15 | Mbt Holding Ag | Method and apparatus for coating tunnel interior walls with shotcrete. |
DE19641789C1 (en) * | 1996-10-10 | 1998-07-16 | Korthaus Ernst | Concrete distribution system for ready-mixed concrete |
US6399678B2 (en) | 1998-06-25 | 2002-06-04 | Tamko Roofing Products | Silicone-aggregate mixtures for pumping and spraying applications |
US6027038A (en) * | 1998-06-25 | 2000-02-22 | Tamko Roofing Products | Apparatus and method for mixing and spraying high viscosity mixtures |
US6206016B1 (en) * | 1998-07-27 | 2001-03-27 | Mac & Mac Hydrodemolition Inc. | Spray cleaner for interior surface of pipeline |
US6418947B1 (en) | 1998-07-30 | 2002-07-16 | Mac & Mac Hydrodemolition, Inc. | Scarifier for interior surface of pipeline |
US6550486B2 (en) | 1998-07-30 | 2003-04-22 | Mac & Mac Hydrodemolition, Inc. | Apparatus for scarifying the interior surface of a pipeline |
US7128074B2 (en) * | 1998-07-30 | 2006-10-31 | Mac & Mac Hydrodemolition, Inc. | Scarifier for the interior surface of a pipeline |
DE10034040A1 (en) * | 2000-07-13 | 2002-03-14 | Zueblin Ag | Tunneling shutter car fixed-point distributor comprises arm pivoting extensibly radial to arm parallel to tunnel axis on ring with concreting pipes connecting to formwork pipes. |
DE10106427B4 (en) * | 2001-02-12 | 2006-06-22 | Schwing Gmbh | Distributor device for thick materials, in particular for concrete |
DE10112086A1 (en) * | 2001-03-12 | 2002-09-26 | Putzmeister Ag | Distribution device for thick matter |
DE10341829A1 (en) * | 2003-09-09 | 2005-03-24 | Putzmeister Ag | Distribution device for fresh concrete has outlet section of feed line with associated operating device installed on self-propelled chassis separate from concrete pump and on inlet side connected to pressure outlet of concrete pump |
DE102004012998A1 (en) * | 2004-03-16 | 2005-10-06 | Construction Research & Technology Gmbh | Apparatus for coating tunnel walls |
CN101470083B (en) * | 2007-12-27 | 2011-08-03 | 同方威视技术股份有限公司 | Novel folding arm mechanism used for vehicle-mounted radiation imaging system |
US8394205B2 (en) * | 2009-02-02 | 2013-03-12 | Mac & Mac Hydrodemolition Inc. | Pipe scarifying system and method |
CN102561704B (en) * | 2012-02-29 | 2015-02-18 | 三一汽车制造有限公司 | Engineering machinery and telescopic distributing arm support thereof |
CN103510967B (en) * | 2013-10-12 | 2015-12-23 | 中联重科股份有限公司 | Telescopic jib and concrete sprayer |
JP6371556B2 (en) * | 2014-03-31 | 2018-08-08 | 前田建設工業株式会社 | Placing trace pattern elimination apparatus and casting trace pattern elimination method in tunnel lining |
JP6478498B2 (en) * | 2014-07-07 | 2019-03-06 | 株式会社新輝 | Concrete blow-out prevention plate and concrete spraying method |
CN105604579B (en) * | 2016-03-04 | 2019-02-22 | 张超 | Bridge tunnel strenthening member blade inserting provisions for grouting and grouting method |
DK179017B1 (en) * | 2016-05-17 | 2017-08-21 | Mogens Bode | Mobile distributor apparatus for distributing thick matter |
CN108798710A (en) * | 2017-04-27 | 2018-11-13 | 湖南五新隧道智能装备股份有限公司 | Concrete pumping lever arm and concrete spreader containing this lever arm |
CN110130935A (en) * | 2019-05-24 | 2019-08-16 | 洛阳中铁强力机械有限公司 | A kind of concrete dispenser for tunnel double-lining |
CN112275741B (en) * | 2020-09-11 | 2022-02-01 | 中建筑港集团有限公司 | Mortar storage device |
KR102501733B1 (en) * | 2020-12-31 | 2023-02-21 | 한국건설기술연구원 | Asphalt composition for filling hollow portion |
DE102022116381A1 (en) | 2022-06-30 | 2024-01-04 | Putzmeister Engineering Gmbh | Foldable piping arrangement |
Family Cites Families (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1232182B (en) * | 1960-03-04 | 1967-01-12 | Skanska Cementgjuteriet Ab | Device for applying concrete by means of a spray nozzle on the excavated walls of tunnels, galleries or the like. |
US3212604A (en) * | 1962-04-09 | 1965-10-19 | Eaton Metal Products Company | Extensible derrick |
US3367280A (en) * | 1966-03-07 | 1968-02-06 | Royal Industries | Pump |
SU369234A1 (en) * | 1966-12-13 | 1973-02-08 | INSTALLATION FOR SUPPLY OF CONCRETE MIX FOR FORMWORK | |
DE2052889A1 (en) * | 1970-10-28 | 1972-05-04 | Richard Zippel & Co KG, 3440 Eschwege | Assembly vehicle for the production of structures made of foaming plastics |
DE2055228A1 (en) * | 1970-11-10 | 1972-05-18 | Englert, Leo Willi, 3500 Kassel | Device for changing the range of hose lines for concrete conveyor systems |
US3860175A (en) * | 1972-12-21 | 1975-01-14 | Forms Const | Mobile concrete distributing boom apparatus |
DE2361968C3 (en) * | 1973-12-13 | 1978-04-27 | Maschinenfabrik Glueckauf Beukenberg Kg, 4650 Gelsenkirchen | Device for spraying the walls of routes, tunnels, tunnels or the like that are driven by mining operations. with concrete or plastic |
US4130134A (en) * | 1976-12-13 | 1978-12-19 | Morgen Manufacturing Company | Material conveying apparatus |
DE2752605C2 (en) * | 1977-11-25 | 1986-05-15 | Friedrich Wilh. Schwing Gmbh, 4690 Herne | Device mounted on a mobile or relocatable substructure for placing concrete in formwork, especially when extending lines in mining and tunneling |
SE7809146L (en) * | 1978-08-30 | 1980-03-01 | Hultgren Folke | DEVICE FOR APPLYING A SPRAYABLE MATERIAL ON A SURFACE |
EP0066755A1 (en) * | 1981-06-10 | 1982-12-15 | Intradym Maschinen Ag | Guiding device for the hose of a concrete spraying installation |
DE3141272A1 (en) * | 1981-10-17 | 1983-05-05 | Maschinenfabrik Walter Scheele GmbH & Co KG, 4750 Unna-Massen | Tunnel-concreting device with pivotable and disengageable end piece |
DE3445889A1 (en) * | 1984-12-15 | 1986-06-26 | Maschinenfabrik Walter Scheele GmbH & Co KG, 4750 Unna-Massen | Apparatus for distributing concrete to concreting nozzles of a tunnel formwork |
FI79598C (en) * | 1985-11-07 | 1990-01-10 | Tampella Oy Ab | FOERFARANDE OCH ANORDNING FOER STYRNING AV EN BETONGMATNINGSSLANG VID GJUTBULTNING I BERG. |
DE3801003C2 (en) * | 1988-01-15 | 1997-03-20 | Putzmeister Maschf | Device for loading tunnel formwork with concrete |
NL8903073A (en) * | 1989-12-14 | 1991-07-01 | Pieter Faber | DEVICE FOR REMOTE CASTING OF CONCRETE. |
-
1993
- 1993-06-16 WO PCT/EP1993/001529 patent/WO1994004792A1/en active IP Right Grant
- 1993-06-16 EP EP93912995A patent/EP0655100B1/en not_active Expired - Lifetime
- 1993-06-16 DE DE59303596T patent/DE59303596D1/en not_active Expired - Fee Related
- 1993-06-16 US US08/387,894 patent/US5522677A/en not_active Expired - Fee Related
- 1993-06-16 JP JP6505810A patent/JPH08500403A/en active Pending
- 1993-08-12 DE DE4327053A patent/DE4327053A1/en not_active Withdrawn
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109110700A (en) * | 2018-09-11 | 2019-01-01 | 中国铁建重工集团有限公司 | Job platform for tunnel overhaul and the tunnel overhaul operation locomotive including it |
Also Published As
Publication number | Publication date |
---|---|
DE4327053A1 (en) | 1994-02-24 |
JPH08500403A (en) | 1996-01-16 |
EP0655100A1 (en) | 1995-05-31 |
WO1994004792A1 (en) | 1994-03-03 |
DE59303596D1 (en) | 1996-10-02 |
US5522677A (en) | 1996-06-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0655100B1 (en) | Travelling concreting device | |
DE2752605C2 (en) | Device mounted on a mobile or relocatable substructure for placing concrete in formwork, especially when extending lines in mining and tunneling | |
WO2020201400A1 (en) | Building and/or material handling machine and method for guiding and moving a working head | |
DE4233171A1 (en) | Concrete placing boom | |
DE1759899C3 (en) | Device for applying Be tonod like on a surface | |
DE2432581C3 (en) | Device for distributing concrete | |
EP0037571B1 (en) | Distributing mast for a concrete pump | |
EP0838562B1 (en) | Concrete pump boom | |
DE10112086A1 (en) | Distribution device for thick matter | |
DE2361968A1 (en) | Spray concreter for mine roadway walls - console stand linked to rod by connector piston and cylinder units | |
EP2877651A1 (en) | Rotary distributor for thick matter | |
EP0464062A1 (en) | Device for inspecting the underside of bridges. | |
DE1185140B (en) | Coal jacking machine, preferably a slicing machine | |
DE3801003C2 (en) | Device for loading tunnel formwork with concrete | |
DE2623674A1 (en) | DEVICE FOR RAINING LARGE AREAS | |
DE2133111A1 (en) | Free standing crane | |
DE202004013077U1 (en) | Vehicle crane for lifting objects has base arm, which is detachably connected to main arm whereby one or two tightening supports are arranged on base arm | |
EP0418581B1 (en) | Sucking loader for pourable and liquid materials | |
EP1277916A1 (en) | Apparatus and method for constructing a reinforced concrete shuttering in a tunnel | |
DE3037182A1 (en) | Machine for applying concrete to tunnel walls - has universally mounted swing arm controlled by pneumatic cylinders | |
DE3136176A1 (en) | Erection apparatus for mast systems | |
EP1664459A1 (en) | Distributor device for unset concrete | |
DE4440335B4 (en) | Feeding device for bulk goods | |
DE1800046C (en) | Device for distributing concrete by directing a concrete delivery line with the aid of a boom | |
AT215631B (en) | Tower crane |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 19950131 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): DE ES FR GB IT |
|
17Q | First examination report despatched |
Effective date: 19950824 |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): DE ES FR GB IT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT Effective date: 19960828 Ref country code: GB Effective date: 19960828 Ref country code: FR Effective date: 19960828 Ref country code: ES Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY Effective date: 19960828 |
|
REF | Corresponds to: |
Ref document number: 59303596 Country of ref document: DE Date of ref document: 19961002 |
|
EN | Fr: translation not filed | ||
GBV | Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed] |
Effective date: 19960828 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19980303 |