EP2396266B1 - Traction rod for bracing a crane jib - Google Patents
Traction rod for bracing a crane jib Download PDFInfo
- Publication number
- EP2396266B1 EP2396266B1 EP10724248A EP10724248A EP2396266B1 EP 2396266 B1 EP2396266 B1 EP 2396266B1 EP 10724248 A EP10724248 A EP 10724248A EP 10724248 A EP10724248 A EP 10724248A EP 2396266 B1 EP2396266 B1 EP 2396266B1
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- European Patent Office
- Prior art keywords
- tubular body
- connection
- connecting rod
- wall thickening
- rod according
- 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.)
- Not-in-force
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- 230000008878 coupling Effects 0.000 claims description 40
- 238000010168 coupling process Methods 0.000 claims description 40
- 238000005859 coupling reaction Methods 0.000 claims description 40
- 230000008719 thickening Effects 0.000 claims description 22
- 230000007704 transition Effects 0.000 claims description 10
- 230000003313 weakening effect Effects 0.000 claims description 3
- 230000005540 biological transmission Effects 0.000 claims 1
- 230000008901 benefit Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 150000001875 compounds Chemical class 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
Images
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/82—Luffing gear
-
- 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
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/55—Member ends joined by inserted section
- Y10T403/553—Laterally inserted section
-
- 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
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7075—Interfitted members including discrete retainer
- Y10T403/7077—Interfitted members including discrete retainer for telescoping members
- Y10T403/7079—Transverse pin
-
- 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
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T403/00—Joints and connections
- Y10T403/70—Interfitted members
- Y10T403/7075—Interfitted members including discrete retainer
- Y10T403/7077—Interfitted members including discrete retainer for telescoping members
- Y10T403/7079—Transverse pin
- Y10T403/7084—Bolt, rivet, or screw
Definitions
- the invention relates to a pull rod for the bracing of a crane boom according to the preamble of claim 1.
- Cranes with crane jibs are z. B. from the DE 20 2008 006 167 U1 known.
- the crane jibs are here with rope-shaped or from single, articulated interconnected rod-shaped elements braced.
- tie rod-shaped elements designed as tie rods
- the individual tie rods are then verkuppelt each other at the fork-shaped end pieces by means of a bolt connection in the required length.
- Such tie rods are in document
- JP10194677 A disclosed.
- a disadvantage of welded tie rods is that the welded joints between the pipe and the coupling element have an increased notch sensitivity and are therefore subject to increased fatigue crack susceptibility in the weld seam area. The fatigue strength of such tie rods is thus significantly limited, leading to premature increased risk of failure.
- the object of the invention is to provide a pull rod for bracing a crane jib, which does not have the disadvantages described and is inexpensive to produce.
- the tubular body and the coupling element are detachably connectable with waiving a cohesive connection, wherein the region of the compound is so dimensioned and kerbarm designed that mathematically the full capacity of the tube cross-section can be exploited in terms of maximum fatigue strength.
- connection is a screw connection.
- the tubular body has in the connection area a threaded wall thickening, which is dimensioned such that a to be considered for the calculation of the load capacity of the tubular body cross-sectional weakening of the nominal wall thickness of the tube is avoided by the thread in the connection region of the tubular body and coupling element and the transition from the Wall thickening to the tubular body kerbarm is executed.
- the articulated coupling of the tie rods with each other and the connection of the tubular body with the coupling element on a common form-fitting connection as a bolt connection
- the ends of the tubular body are provided with an outwardly facing wall thickening, abut on the shoulder-shaped transitional areas of the tubular body for wall thickening attachable coupling elements for a tensile force transfer, while the coupling element of one end as the father element and the other end designed as a nut member, said the father element of a pull rod with the nut element of the other pull rod are inserted into one another and connectable in the overlapping area by means of a bolt.
- the advantage of the non-positive or positive connection of tubular body and coupling element according to the invention is that on the one hand by the waiver of a cohesive connection by welding consequent material inhomogeneities such. As metallurgical notches in the compound, which adversely affect the fatigue strength, can be avoided.
- both the non-positive threaded connection of tubular body and coupling elements and the positive connection via attachable coupling elements are advantageously carried out detachable, so that a wear-related repair or replacement of the coupling elements are very simple and inexpensive possible.
- the wall thickening is produced in a first advantageous variant of the method by upsetting in particular by hot upsetting of the pipe end.
- the upsetting process is advantageously carried out so that the transitions generated during compression from the pipe to the coupling piece are kerbarm as possible. For this purpose, they have the largest possible radius. If necessary, the transitions can also be created by mechanical processing.
- transitions with a flowing and notch-free transition to the non-thickened region of the tube advantageously ensure in the transition zone a low stress concentration factor, which has a favorable effect on the fatigue strength of the tubular body.
- FIG. 1 shows a schematic representation of a screw connection according to the invention of tubular body and coupling element.
- the drawbar 1 consists of screwed with a tubular body 2 coupling elements 6 and 7, the ends of which for connecting the tie rods with each other are inserted into one another and articulated with a bolt 8.
- a circlip not shown here, ensures that the bolt 8 connecting the tie rods can not come loose under service stress.
- the coupling elements 6 and 7 To mount the coupling elements 6 and 7, these must be aligned and fixed after screwing on the tubular body 2, that the holes of the coupling elements 6 and 7 for insertion of the bolt 8 are exactly aligned. In this position, the coupling elements 6 and 7 are then fixed on the tubular body 2, for example by a welding point or by a feather key.
- the tubular body 2 has at the ends in each case a wall thickening 3, which is provided with an external thread 5, which corresponds with a mounted in the coupling element 6 and 7 internal thread 5 '.
- the transitions 4 of the wall thickening 3 to the tubular body 2 are inventively ropeless and kerbarm executed to achieve the highest possible fatigue strength of the tie rod 1 during operation.
- the wall thickening 3 of the tubular body 2 is dimensioned so that a cross-sectional weakening of the nominal wall thickness of the pipe to be taken into account for the calculation of the load bearing capacity of the tubular body 2 is reliably avoided by the thread in the connecting region of tubular body 2 and coupling element 6, 7.
- FIG. 2 shows the schematic representation of a second embodiment of the invention with a common positive connection between the tubular body and coupling element and the tie rods with each other.
- the ends of the tubular body 2' are provided with outwardly facing wall thickening 3 ', at the shoulder-shaped transitional areas 11 from the tubular body 2' to the wall thickening 3 'thereon clip-on coupling elements 9, 10 for a tensile force transfer fit .
- the coupling elements 9, 10 are according to the invention symmetrical to the axis of the tubular body 2 'clamshell split executed to allow mounting on the pipe ends.
- the coupling element 9 of one end is designed as a father element and the coupling element 10 of the other end of the tie rod 1' as a nut element plugged into each other and provided with a through hole for insertion of the bolt 12.
- a circlip ensures that the bolt 12 connecting the tie rods can not come loose under service stress.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Jib Cranes (AREA)
- Earth Drilling (AREA)
Description
Die Erfindung betrifft eine Zugstange für die Abspannung eines Kranauslegers gemäß dem Oberbegriff des Patentanspruches 1.The invention relates to a pull rod for the bracing of a crane boom according to the preamble of claim 1.
Kräne mit Kranauslegern sind z. B. aus der
Bei stangenförmigen als Zugstangen ausgeführten Elementen ist es bekannt, diese aus Rohrstücken mit an den Enden angeschweißten gabelförmigen Endstücken als Kupplungselemente auszuführen. Die einzelnen Zugstangen werden dann an den gabelförmigen Endstücken mittels einer Bolzenverbindung gelenkig in der erforderlichen Länge miteinander verkuppelt. Solche Zugstangen sind in DokumentIn the case of rod-shaped elements designed as tie rods, it is known to carry these out of pipe pieces with fork-shaped end pieces welded at the ends as coupling elements. The individual tie rods are then verkuppelt each other at the fork-shaped end pieces by means of a bolt connection in the required length. Such tie rods are in document
Derartige beispielsweise als Gittermastkrane ausgeführten Krane unterliegen im laufenden Betrieb hohen dynamischen Beanspruchungen, die auch auf die Zugstangen der Abspannung einwirken.Such as running as a lattice cranes cranes are subject to high dynamic stresses during operation, which also act on the tie rods of the bracing.
Nachteilig bei geschweißten Zugstangen ist, dass die Schweißverbindungen zwischen Rohr und Kupplungselement eine erhöhte Kerbempfindlichkeit aufweisen und deshalb einer erhöhten Ermüdungsrissanfälligkeit im Schweißnahtbereich unterliegen. Die Dauerfestigkeit derartiger Zugstangen ist dadurch deutlich eingeschränkt, was zu frühzeitigem erhöhten Ausfallrisiko führt.A disadvantage of welded tie rods is that the welded joints between the pipe and the coupling element have an increased notch sensitivity and are therefore subject to increased fatigue crack susceptibility in the weld seam area. The fatigue strength of such tie rods is thus significantly limited, leading to premature increased risk of failure.
Aufgabe der Erfindung ist es, eine Zugstange für die Abspannung eines Kranauslegers anzugeben, die die beschriebenen Nachteile nicht aufweist und kostengünstig herstellbar ist.The object of the invention is to provide a pull rod for bracing a crane jib, which does not have the disadvantages described and is inexpensive to produce.
Diese Aufgabe wird nach dem Oberbegriff in Verbindung mit den kennzeichnenden Merkmalen des Anspruchs 1 gelöst. Vorteilhafte Weiterbildungen sind Gegenstand von Unteransprüchen.This object is achieved according to the preamble in conjunction with the characterizing features of claim 1. Advantageous developments are the subject of dependent claims.
Nach der Lehre der Erfindung sind der Rohrkörper und das Kupplungselement unter Verzicht einer stoffschlüssigen Verbindung lösbar miteinander verbindbar, wobei der Bereich der Verbindung so bemessen und kerbarm gestaltet ist, dass rechnerisch die volle Tragfähigkeit des Rohrquerschnitts im Hinblick auf eine möglichst hohe Dauerfestigkeit ausgenutzt werden kann.According to the teachings of the invention, the tubular body and the coupling element are detachably connectable with waiving a cohesive connection, wherein the region of the compound is so dimensioned and kerbarm designed that mathematically the full capacity of the tube cross-section can be exploited in terms of maximum fatigue strength.
In einer ersten Ausgestaltung der Erfindung ist die Verbindung eine Verschraubung. Der Rohrkörper weist im Verbindungsbereich eine mit einem Gewinde versehene Wandverdickung auf, die so bemessen ist, dass eine für die Berechnung der Tragfähigkeit des Rohrkörpers zu berücksichtigende Querschnittsschwächung der Nennwanddicke des Rohres durch das Gewinde im Verbindungsbereich von Rohrkörper und Kupplungselement vermieden wird und der Übergang von der Wandverdickung zum Rohrkörper kerbarm ausgeführt ist.In a first embodiment of the invention, the connection is a screw connection. The tubular body has in the connection area a threaded wall thickening, which is dimensioned such that a to be considered for the calculation of the load capacity of the tubular body cross-sectional weakening of the nominal wall thickness of the tube is avoided by the thread in the connection region of the tubular body and coupling element and the transition from the Wall thickening to the tubular body kerbarm is executed.
In einer weiteren Ausgestaltung der Erfindung weist die gelenkige Verkupplung der Zugstangen untereinander und die Verbindung des Rohrkörpers mit dem Kupplungselement eine gemeinsame formschlüssige Verbindung als Bolzenverbindung auf. Hierbei sind die Enden des Rohrkörpers mit einer nach außen weisenden Wandverdickung versehen, an deren schulterförmigen Übergangsbereichen vom Rohrkörper zur Wandverdickung darauf aufsteckbare Kupplungselemente für eine Zugkraftübertragung formschlüssig anliegen, dabei sind das Kupplungselement eines Endes als Vaterelement und das für das andere Ende als Mutterelement ausgeführt, wobei das Vaterelement der einen Zugstange mit dem Mutterelement der anderen Zugstange ineinander einsteckbar und im Überdeckungsbereich mittels eines Bolzens miteinander verbindbar sind.In a further embodiment of the invention, the articulated coupling of the tie rods with each other and the connection of the tubular body with the coupling element on a common form-fitting connection as a bolt connection. Here, the ends of the tubular body are provided with an outwardly facing wall thickening, abut on the shoulder-shaped transitional areas of the tubular body for wall thickening attachable coupling elements for a tensile force transfer, while the coupling element of one end as the father element and the other end designed as a nut member, said the father element of a pull rod with the nut element of the other pull rod are inserted into one another and connectable in the overlapping area by means of a bolt.
Der Vorteil der erfindungsgemäßen kraft- bzw. formschlüssigen Verbindung von Rohrkörper und Kupplungselement besteht darin, dass einerseits durch den Verzicht auf eine stoffschlüssige Verbindung durch Schweißen dadurch bedingte Materialinhomogenitäten, wie z. B. metallurgische Kerben in der Verbindung, die sich negativ auf die Dauerfestigkeit auswirken, vermieden werden. Andererseits ist sowohl die kraftschlüssige Schraubverbindung von Rohrkörper und Kupplungselementen als auch die formschlüssige Verbindung über aufsteckbare Kupplungselemente vorteilhaft lösbar ausgeführt, so dass eine verschleißbedingte Reparatur oder der Austausch der Kupplungselemente sehr einfach und kostengünstig möglich sind.The advantage of the non-positive or positive connection of tubular body and coupling element according to the invention is that on the one hand by the waiver of a cohesive connection by welding consequent material inhomogeneities such. As metallurgical notches in the compound, which adversely affect the fatigue strength, can be avoided. On the other hand, both the non-positive threaded connection of tubular body and coupling elements and the positive connection via attachable coupling elements are advantageously carried out detachable, so that a wear-related repair or replacement of the coupling elements are very simple and inexpensive possible.
Erfindungsgemäß wird die Wandverdickung in einer ersten vorteilhaften Verfahrensvariante durch ein Aufstauchen insbesondere durch Warmstauchen des Rohrendes erzeugt.According to the invention, the wall thickening is produced in a first advantageous variant of the method by upsetting in particular by hot upsetting of the pipe end.
Der Stauchvorgang wird dabei vorteilhaft so ausgeführt, dass die beim Stauchen erzeugten Übergänge vom Rohr zum Kupplungsstück möglichst kerbarm sind. Hierzu weisen diese einen möglichst großen Radius auf. Falls erforderlich, können die Übergänge auch durch eine mechanische Bearbeitung erzeugt werden.The upsetting process is advantageously carried out so that the transitions generated during compression from the pipe to the coupling piece are kerbarm as possible. For this purpose, they have the largest possible radius. If necessary, the transitions can also be created by mechanical processing.
Die derart gestalteten Übergänge mit einem fließenden und kerbfreien Übergang zum nicht verdickten Bereich des Rohres gewährleisten vorteilhaft in der Übergangszone einen niedrigen Spannungskonzentrationsfaktor, der sich günstig auf die Dauerfestigkeit des Rohrkörpers auswirkt.The thus designed transitions with a flowing and notch-free transition to the non-thickened region of the tube advantageously ensure in the transition zone a low stress concentration factor, which has a favorable effect on the fatigue strength of the tubular body.
Nach einer weiteren vorteilhaften Ausgestaltung der Erfindung ist es auch möglich, die Wandverdickung des Rohrendes durch eine Auftragsschweißung oder durch Aufsintern zu realisieren und anschließend mechanisch zu bearbeiten.According to a further advantageous embodiment of the invention, it is also possible to realize the wall thickening of the pipe end by a build-up welding or by sintering and then to work mechanically.
Bei den vorgenannten Verfahrensvarianten wird die Erzeugung der Wandverdickung vollständig vom Walzprozess abgekoppelt; dies hat den Vorteil, dass Rohre, wie z. B. Lagerrohre, die ursprünglich nicht für den beschriebenen Einsatzzweck vorgesehen waren, nachträglich mit einer Wandverdickung und einer entsprechenden mechanischen Bearbeitung versehen werden können.In the aforementioned process variants, the production of the wall thickening is completely decoupled from the rolling process; This has the advantage that pipes such. B. bearing tubes, which were not originally intended for the application described, can be subsequently provided with a wall thickening and a corresponding mechanical processing.
Es ist außerdem möglich, die Rohrendenverdickung bereits bei der Herstellung des warmgewalzten nahtlosen Rohres zu erzeugen, wenn es aus fertigungstechnischer Sicht vorteilhafter erscheint. Beispielsweise wird durch ein Auseinanderfahren der Walzen an den Rohrenden ein vergrößerter Außendurchmesser erzeugt und ein vergrößerter Innendurchmesser z. B. durch ein entsprechend konstruiertes Innenwerkzeug.It is also possible to produce the pipe end thickening already in the production of the hot-rolled seamless pipe, if it appears more advantageous from a production point of view. For example, by moving apart of the rollers at the tube ends produces an enlarged outer diameter and an enlarged inner diameter z. B. by a correspondingly constructed inner tool.
Weitere Merkmale, Vorteile und Einzelheiten der Erfindung ergeben sich aus der nachfolgenden Beschreibung von dargestellten Ausführungsbeispielen.Further features, advantages and details of the invention will become apparent from the following description of illustrated embodiments.
Es zeigen:
- Figur 1
- die schematische Darstellung einer erfindungsgemäßen Schraubverbindung von Rohrkörper und Kupplungselement,
-
Figur 2 - die schematische Darstellung einer zweiten Ausführungsform der Erfindung mit einer gemeinsamen formschlüssigen Verbindung zwischen Rohrkörper und Kupplungselement und der Zugstangen untereinander.
- FIG. 1
- the schematic representation of a screw connection according to the invention of tubular body and coupling element,
- FIG. 2
- the schematic representation of a second embodiment of the invention with a common positive connection between the tubular body and coupling element and the tie rods with each other.
Die Zugstange 1 besteht erfindungsgemäß aus mit einem Rohrkörper 2 verschraubten Kupplungselementen 6 und 7, deren Enden zum Verbinden der Zugstangen untereinander ineinander einsteckbar und mit einem Bolzen 8 gelenkig verbindbar sind. Ein hier nicht dargestellter Sicherungsring sorgt dafür, dass sich der die Zugstangen verbindende Bolzen 8 unter Betriebsbeanspruchung nicht lösen kann.The drawbar 1 according to the invention consists of screwed with a
Zur Montage der Kupplungselemente 6 und 7 müssen diese nach dem Verschrauben auf dem Rohrkörper 2 so ausgerichtet und fixiert werden, dass die Bohrungen der Kupplungselemente 6 und 7 zum Einstecken des Bolzens 8 exakt fluchten. In dieser Position werden dann die Kupplungselemente 6 und 7 auf dem Rohrkörper 2 beispielsweise durch einen Schweißpunkt oder durch eine Passfeder fixiert.To mount the
Der Rohrkörper 2 weist an den Enden jeweils eine Wandverdickung 3 auf, die mit einem Außengewinde 5 versehen ist, welches mit einem im Kupplungselement 6 bzw. 7 angebrachten Innengewinde 5' korrespondiert. Die Übergänge 4 von der Wandverdickung 3 zum Rohrkörper 2 sind erfindungsgemäß ansatzfrei und kerbarm ausgeführt, um eine möglichst hohe Dauerfestigkeit der Zugstange 1 im Betrieb zu erreichen.The
Die Wandverdickung 3 des Rohrkörpers 2 ist erfindungsgemäß so bemessen, dass eine für die Berechnung der Tragfähigkeit des Rohrkörpers 2 unter Betriebsbeanspruchung zu berücksichtigende Querschnittsschwächung der Nennwanddicke des Rohres durch das Gewinde im Verbindungsbereich von Rohrkörper 2 und Kupplungselement 6, 7 sicher vermieden wird.According to the invention, the wall thickening 3 of the
Erfindungsgemäß weisen die Zugstangen 1' formschlüssig mit dem Rohrkörper 2' verbundene Kupplungselemente 9, 10 auf, die jeweils mittels eines Bolzens 12 miteinander verbindbar sind.According to the invention, the tie rods 1 'positively connected to the tubular body 2' connected
Um Zugkräfte über die Zugstange 1' übertragen zu können sind die Enden des Rohrkörpers 2' mit nach außen weisenden Wandverdickungen 3' versehen, an deren schulterförmigen Übergangsbereichen 11 vom Rohrkörper 2' zur Wandverdickung 3' darauf aufsteckbare Kupplungselemente 9, 10 für eine Zugkraftübertragung formschlüssig anliegen. Die Kupplungselemente 9, 10 sind erfindungsgemäß symmetrisch zur Achse des Rohrkörpers 2' zweischalig geteilt ausgeführt, um die Montage auf die Rohrenden zu ermöglichen.In order to transmit tensile forces on the tie rod 1 ', the ends of the tubular body 2' are provided with outwardly facing wall thickening 3 ', at the shoulder-shaped
Zum Verbinden der Zugstangen 1' miteinander, ist das Kupplungselement 9 des einen Endes als Vaterelement und das Kupplungselement 10 des anderen Endes der Zugstange 1' als Mutterelement ineinander einsteckbar ausgeführt und mit einer Durchgangsbohrung zum Einstecken des Bolzens 12 versehen.To connect the tie rods 1 'together, the
Ein hier nicht dargestellter Sicherungsring sorgt dafür, dass sich der die Zugstangen verbindende Bolzen 12 unter Betriebsbeanspruchung nicht lösen kann.A circlip, not shown here, ensures that the
Claims (8)
- A connecting rod (1, 1') for bracing a crane jib, consisting of a metallic tubular body (2, 2'), and coupling elements (6, 7, 9, 10) connected thereto at both ends for articulated connection together of the connecting rods by means of bolts (8, 12),
characterised in that
the tubular body (2, 2') and the coupling element (6, 7, 9, 10) can be connected detachably together, dispensing with a material-to-material connection, the region of the connection being dimensioned and of low-notch configuration such that the full load-bearing capacity of the tube cross-section by calculation can be utilised with regard to the highest possible fatigue strength. - A connecting rod according to Claim 1,
characterised in that
the connection is a screw connection, the tubular body (2) in the region of connection having a wall thickening (3), provided with an external thread (5), produced by enlarging the external diameter, which wall thickening is calculated such that a weakening of the cross-section of the nominal wall thickness of the tube due to the thread (5), which has to be taken into account for calculating the load-bearing capacity of the tubular body (2), is avoided in the region of connection of the tubular body (2) and coupling element (6, 7), and the transition (4) from the wall thickening (3) to the tubular body (2) is of low-notch configuration. - A connecting rod according to Claim 2,
characterised in that
the tubular body (2) in the region of connection has an external thread (5) and the coupling element (6, 7) has an internal thread (5'). - A connecting rod according to Claim 1,
characterised in that
the articulated coupling together of the connecting rods (1') and the connection of the tubular body (2') to the coupling element (9, 10) have a common positive connection as a bolt connection. - A connecting rod according to Claim 4,
characterised in that
the ends of the tubular body (2') are provided with an outward-pointing wall thickening (3'), on the shoulder-shaped regions of transition (11) from the tubular body (2') to the wall thickening (3') of which coupling elements (9, 10) which can be placed thereon lie in a form-fitting manner for the transmission of tensile force, the coupling element (9) of one end as a male element and the coupling element (10) of the other end of the connecting rod (1') as a female element being embodied to be insertable into one another, and in the region of overlap the male element and the female element being able to be connected together by means of a bolt (12). - A connecting rod according to Claim 5,
characterised in that
the coupling elements (9, 10) relative to the longitudinal axis of the tubular body (2') are divided symmetrically into two shells and can be connected together in the placed-on position on the tubular body (2'). - A connecting rod according to one of Claims 2, 3, 5, 6,
characterised in that
the wall thickening (3') is a tube end which has been upset by hot upsetting. - A connecting rod according to one of Claims 2, 3, 5, 6,
characterised in that
the wall thickening (3') is a deposit weld.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009008808A DE102009008808A1 (en) | 2009-02-11 | 2009-02-11 | Drawbar for the bracing of a crane jib |
PCT/DE2010/000179 WO2010091677A1 (en) | 2009-02-11 | 2010-02-05 | Traction rod for bracing a crane jib |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2396266A1 EP2396266A1 (en) | 2011-12-21 |
EP2396266B1 true EP2396266B1 (en) | 2013-04-03 |
Family
ID=42320748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10724248A Not-in-force EP2396266B1 (en) | 2009-02-11 | 2010-02-05 | Traction rod for bracing a crane jib |
Country Status (8)
Country | Link |
---|---|
US (1) | US8783994B2 (en) |
EP (1) | EP2396266B1 (en) |
JP (1) | JP5579751B2 (en) |
KR (1) | KR101721890B1 (en) |
CN (1) | CN102317195B (en) |
AR (1) | AR075388A1 (en) |
DE (1) | DE102009008808A1 (en) |
WO (1) | WO2010091677A1 (en) |
Cited By (1)
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DE102014216674A1 (en) * | 2014-08-21 | 2016-02-25 | Schaeffler Technologies AG & Co. KG | Tubular component and method for its production |
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DE102009039710B4 (en) | 2009-08-28 | 2014-03-20 | V&M Deutschland Gmbh | Method for producing hot-rolled hollow sections with small edge radii, hollow profile and use of the hollow profile |
DE202010017053U1 (en) | 2010-12-24 | 2012-04-03 | Geo. Gleistein & Sohn Gmbh | Tensioning element and intermediate product of numerous braided, beaten (twisted) or largely parallel synthetic fibers |
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2009
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2010
- 2010-02-05 EP EP10724248A patent/EP2396266B1/en not_active Not-in-force
- 2010-02-05 WO PCT/DE2010/000179 patent/WO2010091677A1/en active Application Filing
- 2010-02-05 CN CN201080007318.2A patent/CN102317195B/en not_active Expired - Fee Related
- 2010-02-05 KR KR1020117019323A patent/KR101721890B1/en active IP Right Grant
- 2010-02-05 US US13/148,787 patent/US8783994B2/en active Active
- 2010-02-05 JP JP2011549432A patent/JP5579751B2/en not_active Expired - Fee Related
- 2010-02-10 AR ARP100100356A patent/AR075388A1/en active IP Right Grant
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102014216674A1 (en) * | 2014-08-21 | 2016-02-25 | Schaeffler Technologies AG & Co. KG | Tubular component and method for its production |
Also Published As
Publication number | Publication date |
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KR101721890B1 (en) | 2017-03-31 |
CN102317195B (en) | 2013-07-31 |
US8783994B2 (en) | 2014-07-22 |
WO2010091677A1 (en) | 2010-08-19 |
KR20110118794A (en) | 2011-11-01 |
DE102009008808A1 (en) | 2010-09-09 |
US20120067841A1 (en) | 2012-03-22 |
JP2012517392A (en) | 2012-08-02 |
AR075388A1 (en) | 2011-03-30 |
JP5579751B2 (en) | 2014-08-27 |
EP2396266A1 (en) | 2011-12-21 |
CN102317195A (en) | 2012-01-11 |
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