EP1935833A1 - Framework unit for a large mobile crane and method for its erection - Google Patents
Framework unit for a large mobile crane and method for its erection Download PDFInfo
- Publication number
- EP1935833A1 EP1935833A1 EP07022135A EP07022135A EP1935833A1 EP 1935833 A1 EP1935833 A1 EP 1935833A1 EP 07022135 A EP07022135 A EP 07022135A EP 07022135 A EP07022135 A EP 07022135A EP 1935833 A1 EP1935833 A1 EP 1935833A1
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- European Patent Office
- Prior art keywords
- bars
- lattice
- zero
- diagonal
- piece according
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- 238000000034 method Methods 0.000 title claims abstract description 7
- 238000010276 construction Methods 0.000 description 5
- 239000003351 stiffener Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Classifications
-
- 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
- B66C23/64—Jibs
- B66C23/68—Jibs foldable or otherwise adjustable in configuration
-
- 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
- B66C23/64—Jibs
- B66C23/70—Jibs constructed of sections adapted to be assembled to form jibs or various lengths
Definitions
- the invention relates to a lattice piece for a mobile large crane and a method for erecting such a lattice piece.
- lateral stiffeners were attached to both arms on both sides and adjusted with a double derrick (as proposed in the DE 100 02 917 A1 ).
- the cantilevered outriggers are to be pivotable on a common axis, all solutions have in common that the width of the assembled cantilever was always greater than the height.
- the known boom in the rocker plane less resilient than perpendicular to the rocker plane.
- the maximum length to be erected is also limited by the cross-sectional values of the jib in the teetering plane.
- Object of the present invention is to provide lattice pieces that can be used in a mobile crane, with extremely high loads can be lifted to great heights, the individual lattice pieces still remain road transportable.
- a lattice piece for a mobile large crane which consists of four corner posts and diagonal bars connecting them, so divided into two parts that two interconnected corner stems each part of the diagonal bars is articulated hinged.
- the lattice pieces according to the invention can be transported in this disassembled form.
- large lattice pieces can be created with a profile which has a cross section of, for example, 8 x 6 m and a length of 11 m.
- the mesh pieces of the present invention can be assembled into a correspondingly powerful boom.
- the lattice pieces according to the invention can be transported with so-called flat containers. These have dimensions that are uniform worldwide.
- the disassembly of the lattice pieces into two parts is preferably chosen such that a separation takes place in the width as well as in the height of the lattice pieces.
- the lattice pieces are to be designed so that the assembly and disassembly of the respective lattice piece can be carried out economically. This means that the construction and dismantling of the lattice piece must be done in a reasonable amount of time, with the least possible aids and taking into account the safety during assembly and disassembly.
- additional zero rods can be hinged hinged to two interconnected corner stems. These zero bars serve to increase the stability. But they are not fundamentally necessary. In their place, according to another preferred embodiment of the invention, a rigid connection between the individual lattice pieces occur.
- the lattice pieces can advantageously have corner stems, which consist of profiles which have fork-finger connections at their ends. At each corner post four zero bars and four diagonal bars can be articulated.
- At least a portion of the zero bars and / or the diagonal bars may be telescopic.
- Both the zero bars and the diagonal bars can be fixed in the construction in each case by means of bolted connections to the corner posts or with one another.
- the profile of the corner handles made of two angled box-shaped miteinender welded sheets, to which each of the fork-finger connections are welded.
- the connection between the corner stems and the diagonal and zero bars is rigid.
- positioning devices can be provided for positioning the diagonal bars and / or zero bars in the disassembled state. So the transport units are securely kept in touch.
- the positioning devices can also remain in the constructed lattice piece and in the crane use on or in the lattice piece.
- a further advantageous embodiment of the invention is that an additional spatial diagonal is provided in each grid element.
- the zero rods can roll during erection over arranged at their free ends rollers along the corner stems.
- FIG. 1 an inventive lattice piece 10 is shown in perspective.
- This lattice piece consists of four corner stems 12, which are connected to each other via diagonal bars 14 and 16 and zero bars 18 and 20, respectively.
- a lattice piece 10, as in the FIGS. 1 to 5 is shown, for example, has a length L of 11 m, a width B of 8 m and a height H of 6 m.
- this lattice piece In order to transport this lattice piece on the street, it is divided into two parts. In this case, two lattice piece halves, each comprising two corner handles 12, formed. These lattice piece parts are starting from the constructed lattice piece according to FIG. 1 formed by that corresponding bolt connections to the diagonal bars 16 and the zero bars 18 are solved at least on one side. The respective divided lattice pieces 10 are then in a folded position, as in FIG. 2 is shown transferred. For this purpose, the zero rods 20 are folded and the diagonal bars 14, which are telescopic, ateleskopiert. The corresponding folded or extended state is in FIG. 3 represented by the distinction of solid to dash-dotted lines. As in FIG.
- the diagonal bars 14 are each struck at pivot points 22 and 24 of the corner stems 12. In extended position, as in solid line in FIG. 3 is shown, the diagonal bars 14 are bolted via bolts 26 in its extended position. The zero bars 20 are struck in each case via pivot points 28 on a corner post 12. The opposite free end can be bolted to the opposite corner post 12.
- FIG. 4 is a view from above shown.
- the corner handles 12 are connected to each other via the diagonal bars 16 and the zero bars 18.
- the diagonal bars 16 are pivotable about pivot points 28, while the zero bars 18 are pivotable about pivot points 30 and 32, respectively.
- the pivoted position is in the FIG. 4 represented by dash-dotted lines.
- the respective free ends of the diagonal bars 16 and the zero bars 18 are bolted to the opposite Anbolz Vietnameseen the corner post 12.
- FIG. 5 there are no spatial diagonal bars.
- the corner handles 12 may be made of any profile.
- the profile according to the embodiments according to FIG. 6 made of two angled and welded sheets 36, 38.
- the cross-sectionally square profile has a side length of about 800 x 800 mm.
- At the corner piece guide plates 40 may be welded to corresponding stiffeners 42 for receiving the zero bars or diagonal bars. With 44 bolt connections are indicated here.
- the profiles of the diagonal bars 14, 16 and zero bars 18, 20 is arbitrary. They consist for example of a welded pipe construction or a welded construction of straight or bent sheets. In any case, the profiles are formed but kink-proof.
- FIG. 7 is purely schematic and exemplified the process sequence for the construction of the lattice piece according to the invention.
- Figure 7a is shown as a first transport unit 46 is removed by means of an auxiliary crane not shown here from a flat container, also not shown, on which the first transport unit has been transported and is stored at a distance B from a second transport unit 48.
- This second transport unit 48 was previously also taken up by a flat container with the auxiliary crane and to the in Figure 7a shown position.
- the lower diagonal bars 16 are swung out and bolted, resulting in the distance B of 8 m.
- the diagonal bars 16 and the zero bars 18 are attached to an auxiliary crane.
- the upper diagonal 16 and the upper zero bars 18, that is, the diagonal 16 and the zero bars 18 of the upper disc swung out and bolted by means of bolts 50 with the corner stems 12 ,
- the zero rods 20 can embrace the corner stems 12 fork-shaped. In this position, the zero rods 20 can be bolted to the corner stems 12. According to the embodiment in the Fig. 1 and Fig. 5 the zero rods 20 are bolted to corresponding tabs welded to the corner posts. Not shown here are roles similar to those in the FIG. 3 act described manner.
- the pivot piece or the head piece (not shown here) can be made collapsible.
Abstract
Description
Die Erfindung betrifft ein Gitterstück für einen mobilen Großkran und ein Verfahren zum Aufrichten eines derartigen Gitterstückes.The invention relates to a lattice piece for a mobile large crane and a method for erecting such a lattice piece.
Mobile Großkrane werden auf öffentlichen Straßen zu den jeweiligen Einsatzorten transportiert. Hier gelten die Regeln des öffentlichen Straßenverkehrs, beispielsweise in Deutschland Regeln der StVZO. So sind die maximal zulässigen Gewichte und auch Dimensionen festgelegt. In anderen Ländern gelten ähnliche Vorschriften.Mobile large cranes are transported on public roads to the respective locations. Here the rules of the public road traffic apply, for example in Germany rules of the StVZO. So the maximum permissible weights and dimensions are fixed. Other countries have similar rules.
Diese Vorschriften führen dazu, dass die Ausmaße der zu transportierenden Teile beschränkt sind. Damit ist die Gesamtgröße des Mobilkrans und dadurch auch die maximal erreichbare Traglast und deren Ausladung (Lastmoment) begrenzt.These regulations mean that the dimensions of the parts to be transported are limited. Thus, the total size of the mobile crane and thereby the maximum achievable load and its projection (load torque) is limited.
Es sind bereits unterschiedliche Ansätze zur Traglaststeigerung formuliert worden. So wurde bereits in der
Gemäß einem anderen Vorschlag wurden an Auslegern beidseits seitliche Versteifungen angebracht und mit einem doppelten Derrick verstellt (so vorgeschlagen in der
In der
Da die aus den Gitterstücken aufgebauten Ausleger auf einer gemeinsamen Achse schwenkbar sein sollen, haben alle Lösungen gemeinsam, dass die Breite der zusammengesetzten Ausleger stets größer war als die Höhe. Somit sind die bekannten Ausleger in der Wippebene weniger belastbar als senkrecht zu der Wippebene. Bei langen und schweren Haupauslegern ist die maximal aufzurichtende Länge auch durch die Querschnittswerte des Auslegers in der Wippebene beschränkt.Since the cantilevered outriggers are to be pivotable on a common axis, all solutions have in common that the width of the assembled cantilever was always greater than the height. Thus, the known boom in the rocker plane less resilient than perpendicular to the rocker plane. For long and heavy head jibs, the maximum length to be erected is also limited by the cross-sectional values of the jib in the teetering plane.
Auch bei großen Radien wird der "Knickstab Ausleger" durch das Eigengewicht in Richtung der Wippebene hoch belastet, d.h. hohe Querschnittswerte des Auslegers erlauben hohe Traglastwerte.Even with large radii of the "buckling bar boom" is highly loaded by the weight in the direction of the rocker plane, i. high cross-sectional values of the boom allow high payloads.
Aufgabe der vorliegenden Erfindung ist es, Gitterstücke zu schaffen, die in einem mobilen Großkran einsetzbar sind, wobei extrem hohe Lasten in große Höhen gehoben werden können, wobei die einzelnen Gitterstücke trotzdem straßentransportfähig bleiben.Object of the present invention is to provide lattice pieces that can be used in a mobile crane, with extremely high loads can be lifted to great heights, the individual lattice pieces still remain road transportable.
Erfindungsgemäß wird diese Aufgabe durch ein Gitterstück mit den Merkmalen des Anspruchs 1 gelöst.According to the invention this object is achieved by a lattice piece with the features of claim 1.
Demnach ist ein Gitterstück für einen mobilen Großkran, das aus vier Eckstielen und aus diese verbindenden Diagonalstäben besteht, derart zweigeteilt, dass an zwei miteinander verbundenen Eckstielen jeweils ein Teil der Diagonalstäbe anklappbar angelenkt ist. Die erfindungsgemäßen Gitterstücke können in dieser zerlegten Form transportiert werden. Hierdurch können große Gitterstücke mit einem Profil geschaffen werden, welches einen Querschnitt von beispielsweise 8 x 6 m und eine Länge von 11 m aufweist. Die Gitterstücke der vorliegenden Erfindung können zu einem entsprechend leistungsstarken Ausleger zusammengesetzt werden. Die erfindungsgemäßen Gitterstücke können mit sogenannten Flat-Containern transportiert werden. Diese weisen Abmaße auf, die weltweit einheitlich sind.Accordingly, a lattice piece for a mobile large crane, which consists of four corner posts and diagonal bars connecting them, so divided into two parts that two interconnected corner stems each part of the diagonal bars is articulated hinged. The lattice pieces according to the invention can be transported in this disassembled form. As a result, large lattice pieces can be created with a profile which has a cross section of, for example, 8 x 6 m and a length of 11 m. The mesh pieces of the present invention can be assembled into a correspondingly powerful boom. The lattice pieces according to the invention can be transported with so-called flat containers. These have dimensions that are uniform worldwide.
Während die Länge der Gitterstücke so wählbar ist, dass die Länge beim Transport erhalten bleiben kann, ist die Zerlegung der Gitterstücke in zwei Teile vorzugsweise derart gewählt, dass eine Zerlegung in der Breite wie auch in der Höhe der Gitterstücke erfolgt. Die Gitterstücke sind so zu konzipieren, dass der Auf- und Abbau des jeweiligen Gitterstückes wirtschaftlich durchgeführt werden kann. Das bedeutet, dass der Auf- und Abbau des Gitterstücks im vertretbaren Zeitaufwand erfolgen muss, mit möglichst wenig Hilfsmitteln und unter Beachtung der Sicherheit beim Auf- bzw. Abbau.While the length of the lattice pieces can be chosen so that the length can be maintained during transport, the disassembly of the lattice pieces into two parts is preferably chosen such that a separation takes place in the width as well as in the height of the lattice pieces. The lattice pieces are to be designed so that the assembly and disassembly of the respective lattice piece can be carried out economically. This means that the construction and dismantling of the lattice piece must be done in a reasonable amount of time, with the least possible aids and taking into account the safety during assembly and disassembly.
Vorteilhafte Ausgestaltungen der Erfindung ergeben sich aus den sich an den Hauptanspruch anschließenden Unteransprüchen.Advantageous embodiments of the invention will become apparent from the subsequent claims to the main claim.
Demnach können an zwei miteinander verbundenen Eckstielen zusätzlich Nullstäbe anklappbar angelenkt sein. Diese Nullstäbe dienen zur Erhöhung der Stabilität. Sie sind aber nicht grundsätzlich notwendig. An ihrer Stelle kann gemäß einer anderen bevorzugten Ausgestaltung der Erfindung eine biegesteife Verbindung zwischen die einzelnen Gitterstücke treten.Accordingly, additional zero rods can be hinged hinged to two interconnected corner stems. These zero bars serve to increase the stability. But they are not fundamentally necessary. In their place, according to another preferred embodiment of the invention, a rigid connection between the individual lattice pieces occur.
Weiterhin können die Gitterstücke vorteilhaft Eckstiele aufweisen, die aus Profilen bestehen, die an Ihren Enden Gabel-Finger-Verbindungen aufweisen. An jedem Eckstiel können vier Nullstäbe und vier Diagonalstäbe angelenkt sein.Furthermore, the lattice pieces can advantageously have corner stems, which consist of profiles which have fork-finger connections at their ends. At each corner post four zero bars and four diagonal bars can be articulated.
Zumindest ein Teil der Nullstäbe und/oder der Diagonalstäbe, kann teleskopierbar ausgebildet sein.At least a portion of the zero bars and / or the diagonal bars may be telescopic.
Sowohl die Nullstäbe wie auch die Diagonalstäbe können beim Aufbau jeweils über Bolzenverbindungen an den Eckstielen oder untereinander festlegbar sein.Both the zero bars and the diagonal bars can be fixed in the construction in each case by means of bolted connections to the corner posts or with one another.
Vorteilhaft ist das Profil der Eckstiele aus zwei gewinkelten kastenförmig miteinender verschweißten Blechen gefertigt, an die jeweils die Gabel-Finger-Verbindungen angeschweißt sind. Vorteilhaft ist die Verbindung zwischen den Eckstielen und den Diagonal- und Nullstäben biegesteif ausgeführt.Advantageously, the profile of the corner handles made of two angled box-shaped miteinender welded sheets, to which each of the fork-finger connections are welded. Advantageously, the connection between the corner stems and the diagonal and zero bars is rigid.
Vorteilhaft können zur Positionierung für die Diagonalstäbe und/oder Nullstäbe im zerlegten Zustand Positioniervorrichtungen vorgesehen sein. So sind die Transporteinheiten sicher in Verbindung gehalten. Die Positioniereinrichtungen können auch im aufgebauten Gitterstück und im Kraneinsatz am bzw. im Gitterstück verbleiben.Advantageously, positioning devices can be provided for positioning the diagonal bars and / or zero bars in the disassembled state. So the transport units are securely kept in touch. The positioning devices can also remain in the constructed lattice piece and in the crane use on or in the lattice piece.
Eine weitere vorteilhafte Ausgestaltung der Erfindung besteht darin, dass in jedem Gitterelement eine zusätzliche räumliche Diagonale vorgesehen ist.A further advantageous embodiment of the invention is that an additional spatial diagonal is provided in each grid element.
Ein bevorzugtes Verfahren zum Aufrichten eines erfindungsgemäßen Gitterstücks besteht aus folgenden Schritten:
- Nebeneinanderlegen der beiden Gitterstückteile;
- Ausschwenken entsprechender Diagonalstäbe und Verbolzen mit den Eckstielen der gegenüberliegenden Gitterstückteile,
- Anheben der durch das Verbinden der Gitterstückteile entstandenen oberen Scheibe und dadurch Ausziehen von vier teleskopierbaren Diagonalstäben, sowie Verbolzen der Diagonalstäbe in ihrer ausgezogenen Stellung;
- Verbolzen, der während des Anhebens in die Endstellung geschwenkten Nullstäbe.
- Juxtaposing the two lattice piece parts;
- Pivoting corresponding diagonal bars and bolts with the corner stems of the opposite lattice piece parts,
- Lifting the resulting by connecting the lattice pieces upper disc and thereby extracting four telescoping diagonal bars, as well as bolting the diagonal bars in their extended position;
- Bolted, the zero rods pivoted during lifting to the end position.
Besonders vorteilhaft können die Nullstäbe während des Aufrichtens über an ihren freien Enden angeordnete Rollen entlang der Eckstiele abrollen.Particularly advantageously, the zero rods can roll during erection over arranged at their free ends rollers along the corner stems.
Weitere Merkmale, Einzelheiten und Vorteile der Erfindung ergeben sich aus den in der Zeichnung dargestellten Ausführungsbeispielen. Es zeigen:
- Figur 1:
- eine perspektivische Darstellung eines erfindungsgemäßen Gitterstücks in aufgebauter Form,
- Figur 2:
- eine seitliche Darstellung eines Gitterstücks gemäß
Figur 1 in zusammengelegter Form, - Figur 3:
- eine seitliche Darstellung eines Gitterstücks gemäß
Figur 1 , - Figur 4:
- eine Draufsicht auf ein Gitterstück gemäß
Figur 1 , - Figur 5:
- eine Vorderansicht eines Gitterstücks gemäß
Figur 1 , - Figur 6:
- einen teilweisen Schnitt durch einen Teil eines Gitterstücks und
- Figur 7a)-c):
- eine schematische Darstellung des Aufrichtvorgangs eines erfindungsgemäßen Gitterstücks in verschiedenen Zwischenstadien.
- FIG. 1:
- a perspective view of a lattice piece according to the invention in a built-up form,
- FIG. 2:
- a side view of a lattice piece according to
FIG. 1 in a collapsed form, - FIG. 3:
- a side view of a lattice piece according to
FIG. 1 . - FIG. 4:
- a plan view of a lattice piece according to
FIG. 1 . - FIG. 5:
- a front view of a lattice piece according to
FIG. 1 . - FIG. 6:
- a partial section through a part of a lattice piece and
- Figure 7a) -c):
- a schematic representation of the Aufrichtvorgangs a lattice piece according to the invention in various intermediate stages.
In
Um dieses Gitterstück auf der Straße transportieren zu können, wird es zweigeteilt. Dabei werden zwei Gitterstückhälften, die jeweils zwei Eckstiele 12 umfassen, gebildet. Diese Gitterstückteile werden ausgehend von dem aufgebauten Gitterstück gemäß
In
Zwischen den Gitterstücken sind sehr hohe Kräfte zu übertragen. Damit sind die an den Eckstücken 12 vorgesehenen Gabel-Finger-Verbindungen 34 sehr stark belastet. Um das Handling der Bolzen zu erleichtern können mehrschnittige Gabel-Finger-Verbindungen 34, wie sie beispielsweise in der
Die Eckstiele 12 können aus einem beliebigen Profil gefertigt sein. Vorteilhaft ist das Profil entsprechend der Ausführungsformen gemäß
Die Profile der Diagonalstäbe 14, 16 bzw. Nullstäbe 18, 20 ist beliebig. Sie bestehen beispielsweise aus einer Rohrschweißkonstruktion oder einer Schweißkonstruktion aus geraden bzw. gebogenen Blechen. In jedem Fall sind die Profile aber knicksicher ausgebildet.The profiles of the
Anhand der
In
Entsprechend der
Gemäß
Um nun den Ausleger 10 von seiner aufgerichteten Stellung, wie sie beispielsweise anhand der
In ähnlicher Weise wie die hier dargestellten Gitterstücke 10 können das Anlenkstück bzw. das Kopfstück (hier nicht dargestellt) zusammenklappbar gestaltet werden.In a similar manner as the
Claims (14)
dadurch gekennzeichnet,
dass die Gitterstücke (10) jeweils derart zweigeteilt sind, dass an zwei miteinander verbundenen Eckstielen (12) jeweils ein Teil der Diagonalstäbe (14,16) anklappbar angelenkt ist.Lattice piece (10) for a mobile large crane consisting of four corner stems (12) and these connecting diagonal bars (14, 16),
characterized,
that the lattice pieces (10) are so divided in two, respectively, that at two corner posts connected with each other (12) in each case a part of the diagonal bars (14,16) is foldably hinged.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102006060347A DE102006060347B4 (en) | 2006-12-20 | 2006-12-20 | Lattice piece for a mobile large crane and method for its erection |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1935833A1 true EP1935833A1 (en) | 2008-06-25 |
EP1935833B1 EP1935833B1 (en) | 2010-03-03 |
Family
ID=39259526
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP07022135A Active EP1935833B1 (en) | 2006-12-20 | 2007-11-14 | Framework unit for a large mobile crane and method for its erection |
Country Status (3)
Country | Link |
---|---|
US (1) | US7703615B2 (en) |
EP (1) | EP1935833B1 (en) |
DE (2) | DE102006060347B4 (en) |
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Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3246217A1 (en) * | 1982-12-14 | 1984-06-14 | Gottwald GmbH, 4000 Düsseldorf | Lattice jib for a jib crane |
CH665826A5 (en) * | 1985-02-06 | 1988-06-15 | Emil Huggler Ag | Transportable crane with folding arm - has outer arm with pivoted struts and flexible ties for collapsing to compact shape |
EP0376417A1 (en) * | 1988-12-19 | 1990-07-04 | MANNESMANN Aktiengesellschaft | Multiple pin connection |
EP0609998A1 (en) * | 1993-02-04 | 1994-08-10 | The Manitowoc Company, Inc. | Transport means for a longitudinally divisible crane boom segment |
EP1015374A1 (en) * | 1997-05-30 | 2000-07-05 | Mammoet Decalift International B.V. | Hoisting device for big loads |
DE10002917A1 (en) | 2000-01-19 | 2001-08-02 | Mannesmann Ag | Ring lift crane |
WO2005030632A1 (en) | 2003-10-02 | 2005-04-07 | Itrec B.V. | A mobile crane |
DE202005017362U1 (en) | 2005-05-11 | 2006-02-02 | Terex-Demag Gmbh & Co. Kg | Mobile crane for lifting heavy loads e.g. reactors, generators, and distillation columns has two individual mobile cranes consisting superstructure, mounted on chassis, on which mobile extension arm is arranged |
DE202004015072U1 (en) * | 2004-09-28 | 2006-02-09 | Daas, Kamal | Lattice support structure |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7227376U (en) * | 1972-11-16 | Liebherr H | Dismountable tower section | |
US2987148A (en) * | 1955-08-26 | 1961-06-06 | Millard John Reeson | Expansible structural member |
US3061490A (en) * | 1959-09-23 | 1962-10-30 | Libbey Owens Ford Glass Co | Laminated safety glass |
US3564789A (en) * | 1968-12-09 | 1971-02-23 | Ryan Aeronautical Co | Extendable-retractable box beam |
US3593481A (en) * | 1969-03-19 | 1971-07-20 | Tom T Mikulin | Extensible structure |
DE6940888U (en) | 1969-10-17 | 1970-02-05 | Baumgarten Eisen Blechwarenfab | BRACKET FOR A NUT |
IT944988B (en) * | 1970-11-20 | 1973-04-20 | Creative Eng Ltd | IMPROVEMENT IN EXTENSIBLE STRUCTURES IN PARTICULAR TOWERS FOR WORKS IN ELEVATED AND SIMILAR LOCATIONS |
DE2229318C3 (en) * | 1972-06-15 | 1981-10-29 | Liebherr-Werk Biberach Gmbh, 7950 Biberach | Tower crane |
US4016974A (en) * | 1974-11-08 | 1977-04-12 | Hans Tax | Package for transporting units of a modular crane |
US4604844A (en) * | 1985-07-30 | 1986-08-12 | The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration | Deployable M-braced truss structure |
US5016418A (en) * | 1986-08-22 | 1991-05-21 | The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration | Synchronously deployable double fold beam and planar truss structure |
CA1310165C (en) * | 1987-04-24 | 1992-11-17 | Louis R. Adams | Collapsible truss structure |
US5125206A (en) * | 1987-08-27 | 1992-06-30 | Kabushiki Kaisha Toshiba | Truss structure |
JPH0794236B2 (en) * | 1989-03-31 | 1995-10-11 | 富士重工業株式会社 | Deployed structure |
JP3913360B2 (en) * | 1997-12-26 | 2007-05-09 | 辰雄 小野 | Support work |
US7028442B2 (en) * | 2001-07-03 | 2006-04-18 | Merrifield Donald V | Deployable truss beam with orthogonally-hinged folding diagonals |
US6986230B2 (en) * | 2002-06-28 | 2006-01-17 | Eagle Development Corporation | Foldable support structure with hinged wall members |
US7028950B2 (en) * | 2004-05-10 | 2006-04-18 | The Boeing Company | Load bearing window |
DE102004050399B4 (en) * | 2004-10-15 | 2007-03-01 | Airbus Deutschland Gmbh | Window element for insertion into a window opening in an outer skin of a means of transport, in particular of an aircraft |
-
2006
- 2006-12-20 DE DE102006060347A patent/DE102006060347B4/en active Active
-
2007
- 2007-11-14 EP EP07022135A patent/EP1935833B1/en active Active
- 2007-11-14 DE DE502007002993T patent/DE502007002993D1/en active Active
- 2007-12-20 US US12/004,208 patent/US7703615B2/en active Active
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3246217A1 (en) * | 1982-12-14 | 1984-06-14 | Gottwald GmbH, 4000 Düsseldorf | Lattice jib for a jib crane |
CH665826A5 (en) * | 1985-02-06 | 1988-06-15 | Emil Huggler Ag | Transportable crane with folding arm - has outer arm with pivoted struts and flexible ties for collapsing to compact shape |
EP0376417A1 (en) * | 1988-12-19 | 1990-07-04 | MANNESMANN Aktiengesellschaft | Multiple pin connection |
EP0609998A1 (en) * | 1993-02-04 | 1994-08-10 | The Manitowoc Company, Inc. | Transport means for a longitudinally divisible crane boom segment |
EP1015374A1 (en) * | 1997-05-30 | 2000-07-05 | Mammoet Decalift International B.V. | Hoisting device for big loads |
EP1015374B1 (en) | 1997-05-30 | 2003-03-19 | Mammoet Europe B.V. | Hoisting device for big loads |
DE10002917A1 (en) | 2000-01-19 | 2001-08-02 | Mannesmann Ag | Ring lift crane |
WO2005030632A1 (en) | 2003-10-02 | 2005-04-07 | Itrec B.V. | A mobile crane |
DE202004015072U1 (en) * | 2004-09-28 | 2006-02-09 | Daas, Kamal | Lattice support structure |
DE202005017362U1 (en) | 2005-05-11 | 2006-02-02 | Terex-Demag Gmbh & Co. Kg | Mobile crane for lifting heavy loads e.g. reactors, generators, and distillation columns has two individual mobile cranes consisting superstructure, mounted on chassis, on which mobile extension arm is arranged |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8839969B2 (en) | 2010-08-06 | 2014-09-23 | Liebherr-Werk Ehingen Gmbh | Lattice piece and crane |
NL2007189A (en) * | 2010-08-06 | 2012-02-07 | Liebherr Werk Ehingen | Lattice piece and crane. |
WO2012098080A3 (en) * | 2011-01-18 | 2012-10-11 | B&K Braun Gmbh | Crossbar member, crossbar and method for manufacturing a crossbar member |
CN102674167B (en) * | 2011-03-07 | 2015-05-27 | 徐工集团工程机械股份有限公司建设机械分公司 | Integrated arm frame and crane with arm frame |
CN102674167A (en) * | 2011-03-07 | 2012-09-19 | 徐工集团工程机械股份有限公司建设机械分公司 | Integrated arm frame and crane with arm frame |
CN104822619A (en) * | 2012-11-19 | 2015-08-05 | 特雷克斯起重机德国有限公司 | Crane, and lattice tower piece for lattice tower for such crane |
EP3040303A3 (en) * | 2012-11-19 | 2016-08-03 | Terex Cranes Germany GmbH | Crane and lattice mast section for a lattice mast of a crane of this type |
EP3028981A3 (en) * | 2012-11-19 | 2016-08-03 | Terex Cranes Germany GmbH | Crane and lattice mast section for a lattice mast of a crane of this type |
CN105164044A (en) * | 2013-03-22 | 2015-12-16 | 特雷克斯起重机德国有限公司 | Lattice-mast element, lattice-mast jib having at least one such lattice-mast element, and crane having at least one such lattice-mast jib |
US10315893B2 (en) | 2013-03-22 | 2019-06-11 | Terex Global Gmbh | Lattice mast element, lattice boom comprising at least one lattice mast element of this type and crane comprising at least one lattice boom of this type |
WO2015069096A1 (en) * | 2013-11-08 | 2015-05-14 | Itrec B.V. | Crane boom segment for assembly of a crane boom, method for assembling a crane boom |
CN105705453A (en) * | 2013-11-08 | 2016-06-22 | 伊特里克公司 | Crane boom segment for assembling a crane boom and method for assembling a crane boom |
CN105705453B (en) * | 2013-11-08 | 2018-06-05 | 伊特里克公司 | Crane boom segment for assembling a crane boom and method for assembling a crane boom |
US10287142B2 (en) | 2013-11-08 | 2019-05-14 | Itrec B.V. | Crane boom segment for assembly of a crane boom, method for assembling a crane boom |
CN114772478A (en) * | 2022-03-15 | 2022-07-22 | 浙江三一装备有限公司 | Truss arm section, truss arm and operation machine |
Also Published As
Publication number | Publication date |
---|---|
EP1935833B1 (en) | 2010-03-03 |
US7703615B2 (en) | 2010-04-27 |
DE102006060347A1 (en) | 2008-06-26 |
DE502007002993D1 (en) | 2010-04-15 |
DE102006060347B4 (en) | 2008-09-25 |
US20080173605A1 (en) | 2008-07-24 |
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