EP3028981B1 - Crane and lattice mast section for a lattice mast of a crane of this type - Google Patents
Crane and lattice mast section for a lattice mast of a crane of this type Download PDFInfo
- Publication number
- EP3028981B1 EP3028981B1 EP16151994.7A EP16151994A EP3028981B1 EP 3028981 B1 EP3028981 B1 EP 3028981B1 EP 16151994 A EP16151994 A EP 16151994A EP 3028981 B1 EP3028981 B1 EP 3028981B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- lattice
- mast
- lattice mast
- assemblies
- sub
- 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.)
- Revoked
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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
- B66C23/16—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 with jibs supported by columns, e.g. towers having their lower end mounted for slewing movements
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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
- B66C23/18—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 specially adapted for use in particular purposes
- B66C23/26—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 specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
- B66C23/28—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 specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
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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
- B66C23/18—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 specially adapted for use in particular purposes
- B66C23/26—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 specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
- B66C23/34—Self-erecting cranes, i.e. with hoisting gear adapted for crane erection purposes
- B66C23/344—Self-erecting cranes, i.e. with hoisting gear adapted for crane erection purposes adapted for transport purposes
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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
- B66C23/64—Jibs
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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
- 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 crane and a lattice mast piece for a lattice mast for such a crane.
- transport widths of more than 4 m and transport heights of more than 3 m are no longer or at least not readily transportable on the common traffic routes such as roads, along rail transport and / or on shipping lanes. If a transport vehicle exceeds at least one of the above transport dimensions, this transport must be declared and accompanied as a special transport due to the traffic regulations in Germany, for example, because of excess width. As a result, effort and costs for transport increase considerably.
- the short-term mobility of transport is limited. In particular, the disposition of such a lattice tower is severely limited. These restrictions apply beyond Germany in many other countries.
- a width of 2.50 m and a height of 3.00 m should not be exceeded. This transport width and transport height allow transport of the lattice tower on conventional trucks. It is possible to transport such a lattice mast to an almost arbitrary destination in Germany.
- the DE 20 2011 002 589 U1 discloses a truss member in which belt members are interconnected by means of a strut.
- the lattice piece for a mobile large crane as well as a method for its erection known.
- the lattice piece has four corner handles, which are connected to each other by means of zero bars and diagonal bars.
- the lattice piece can be split in two and transported in this disassembled form.
- it is necessary to pivotally arrange the connecting zero rods and / or diagonal bars on corner posts. Such an arrangement is complicated and reduces the carrying capacity of the lattice piece.
- the lattice structure has longitudinally extending bars.
- the lattice structure can be folded in or out to reduce or increase a cross-sectional area of the lattice structure.
- Such a lattice structure is complicated and cumbersome to handle.
- a lattice mast piece is designed in several parts and has at least two lattice mast assemblies detachably connectable to one another.
- the lattice mast piece has a longitudinal axis and a lattice mast cross-sectional area oriented perpendicular to the longitudinal axis.
- the lattice mast cross-sectional area has a lattice mast width that is in particular up to 4.0 m or more.
- the lattice mast cross-sectional area has a lattice mast height which is in particular up to 3.0 m or more.
- the mesh height is 4.0 m or more.
- the lattice mast cross-sectional area is rectangular, in particular square.
- the multi-part lattice mast piece has a high load capacity in the working arrangement.
- the lattice mast assemblies can be separated from each other at least in a parting plane, which is oriented in particular parallel to the longitudinal axis.
- Each of the lattice mast assemblies each has a lattice tower assembly width that is less than the lattice mast width.
- each lattice mast assembly has a lattice mast subassembly height that is less than the lattice mast height.
- the lattice mast piece according to the invention has a lattice mast cross-sectional area in the working arrangement in such a way that the lattice mast allows a sufficient carrying capacity.
- the lattice mast piece is divisible in a direction parallel to the longitudinal axis, that are divided into several lattice mast assemblies can, the lattice mast assemblies each have a reduced compared to the lattice boom section. The individual lattice mast assemblies or multiple lattice mast assemblies together can be advantageously transported.
- the lattice mast piece has a straightforward structure and, moreover, is designed to be stable in a working arrangement. Characterized in that the connecting rods are firmly connected in a working arrangement with the belt elements, the lattice boom piece has an increased load capacity. In particular, it is possible to dispense with pivotal connections, which can generally affect the stability and the load-bearing capacity of such a lattice mast piece. In particular, such a lattice mast piece comprises a large number of identical parts. In particular, it is conceivable to design belt elements extending along the longitudinal axis, which are embodied, for example, as tubes, identically. It is also possible, connecting rods which connect each two adjacent belt elements together, identical perform.
- a crane operator can achieve, for example, by means of modular basic elements, a lattice mast and / or a lattice boom of different width and / or height of a lattice mast cross section, for example by replicating an identical basic pattern of the lattice mast cross section.
- modular basic elements offer the crane operator added value for the upgradable crane.
- the lattice mast piece is modular and allows great freedom in the design of the lattice mast piece.
- the lattice mast piece comprises individually connectable belt elements, in each case two adjacent belt elements interconnecting connecting rods such as diagonal bars or zero bars and / or frontally attachable to the belt elements headers.
- a lattice mast piece according to claim 2 is easily transportable in traffic.
- a lattice mast piece according to claim 3 allows a simplified transport, for example, by rail and / or on shipping lanes.
- a lattice mast piece according to claim 4 has a particularly uncomplicated structure.
- connecting rods for example, perpendicular to the belt elements arranged connecting rods, so-called zero bars, can be used.
- the connecting rods may also be arranged in a plane spanned by two adjacent belt elements transversely to said belt member.
- Such connecting rods are also referred to as diagonal bars.
- a lattice mast piece according to claim 5 allows reduced storage costs for the lattice mast assemblies.
- an assembly of identical lattice mast assemblies is simplified to a lattice mast piece.
- a lattice mast piece according to claim 6 has lattice mast assemblies, which are in particular symmetrical, in particular double-symmetrical are.
- the assembly of the lattice mast assemblies to the lattice mast piece is simplified.
- the lattice mast assemblies are pre-assembled and in particular allow a quick conversion of the transport arrangement of the lattice mast assemblies in the working arrangement of the lattice mast piece.
- a lattice mast piece in which at least one lattice mast assembly is an upper chord or a lower chord, wherein the at least one lattice mast assembly comprises two belt elements and a plurality, the two belt elements fixed, in particular insoluble, interconnecting connecting rods, in particular diagonal bars and / or zero bars, allows a time-saving pre-assembly at least a lattice mast assembly such as a top chord or a bottom chord.
- the upper flange or the lower flange each comprise two grid elements, which are connected by a plurality of connecting rods firmly together.
- the connecting rods are each insoluble with the grid elements and in particular connected by welding.
- a lattice mast piece according to claim 8 allows a quick and easy connection of the lattice mast assemblies together. For example, it is possible to bolt or bolt the lattice mast assemblies together. It is also possible to provide a so-called twist-lock connection for connecting the lattice mast assemblies. Such compounds are known for example from the shipping sector for handling containers.
- a twistlock connection allows a fast and secure, because positive connection by an opening is placed on a running about a rotation axis locking element. By rotation of the locking element, the opening is engaged behind and thereby enables the positive connection.
- a bayonet closure can also be provided.
- At least one lattice mast piece can be used for a lattice mast.
- a plurality of grid mast pieces arranged one behind the other along the longitudinal axis can be arranged and, in particular, connected to one another at head pieces.
- a lattice mast can have up to five or more lattice mast pieces.
- Such a lattice mast serves, for example, as a lattice boom and / or as a lattice tower for a crane.
- the crane may comprise a lattice boom and / or a lattice tower, each comprising at least one lattice boom according to the invention.
- An in Fig. 1 schematically illustrated lattice boom crane 1 has a substantially vertical lattice tower 2 and an associated, substantially horizontal lattice boom 3.
- a rotary joint 4 is provided on the lattice tower 2, which allows rotation about a tower longitudinal axis 5 of the upper part of the lattice tower 2 relative to the lower part.
- Such a lattice boom crane 1 is also referred to as a tower crane.
- the lattice tower 2 may be supported by means not shown supporting elements on a floor. It is also possible that the lattice mast tower 2 is arranged on an undercarriage with a chassis, in particular with a tire chassis.
- the lattice boom 3 extends from the lattice tower 2 to the right.
- a boom counterpart 6 is provided with a counterweight 7.
- a known trolley 8 with ropes 9 and an attached hook bottle 10 is provided on an underside of the lattice boom 3.
- the lattice mast tower 2 comprises a plurality of tower lattice mast pieces 11.
- the lattice mast boom 3 comprises a plurality of boom lattice mast pieces 12.
- the lattice mast pieces 11, 12 are constructed substantially identical, but may differ, for example, in terms of their dimensions. For improved static properties of the lattice boom crane 1, it is advantageous if the lattice mast pieces 11, 12 have the largest possible cross-section in a direction perpendicular to the tower longitudinal axis 5 or to a boom longitudinal axis 13.
- the tower lattice mast pieces 11 are arranged along the tower longitudinal axis 5 to each other.
- the boom lattice mast pieces 12 are arranged one behind the other along the boom longitudinal axis 13. It is also possible to more or less than those in Fig. 1 illustrated lattice boom pieces 11, 12 for a lattice tower 2 or a lattice boom 3 to use. In particular, thereby a required height of the lattice tower 2 and / or a length of the lattice boom 3 can be achieved. In particular, it is possible to adjust the height of the lattice boom crane 1 and the length of the lattice boom 3 individually and flexibly as required.
- Fig. 2 shows a further embodiment of a lattice boom crane 1.
- the crane 1 is designed as a crawler crane with two caterpillars 53 arranged in parallel on an undercarriage 52.
- the upper carriage 54 is arranged about a vertical axis of rotation 62 rotatably on the undercarriage 52, on which a driving cab 55 and a lattice boom 3 pivotable about a horizontal axis 56 are provided , At one of the horizontal axis 56 opposite end of the main boom 3, this is also pivotally connected to an auxiliary boom 57.
- a bottle 58 is provided with a hook for lifting, holding and shifting loads.
- the main boom 3 and the auxiliary boom 57 are tensioned by a tensioning system comprising a plurality of tensioning cables 59 and supports 60.
- a counterweight assembly 63 is provided at a substantially horizontally extending cross member 61 of the upper carriage 54 is spaced from the axis of rotation 62.
- the counterweight arrangement 63 comprises a plurality of counterweights 64 placed on top of one another, wherein the counterweight arrangement 63 can have two stacks of individual counterweights 64 arranged laterally on the cross member 61.
- the lattice boom 3 and / or auxiliary boom 57 may include a plurality of boom lattice mast pieces 12.
- the lattice mast piece 11 has a longitudinal axis 14, four belt members 15 extending along the longitudinal axis 14 and a plurality of connecting rods 16, each connecting two adjacent belt elements 15.
- the belt elements 15 are tubular and are also referred to as belt tubes.
- the belt tubes 15 each have head ends 17 on the front side.
- the head pieces 17 are screwed into the strap tubes 15, welded to the strap members 15 or bolted to ends of the strap tubes 15.
- the head pieces 17 allow a fast and secure connection of several lattice mast pieces 11 along the longitudinal axis 14 with each other.
- the connecting rods 16 are each oriented perpendicular to the belt elements 15.
- the connecting rods 16 are also referred to as zero rods.
- the connecting rods 16 each extend perpendicularly with respect to a belt element longitudinal axis away from the belt elements 15.
- the lattice mast piece 11 has two lattice mast assemblies 18, 19.
- the lattice boom assembly 18 includes two belt members 15, which are shown in FIG Fig. 2 are arranged one above the other in a vertical plane.
- the two belt elements 15 are connected to each other by four, respectively vertically oriented connecting rods 16. Of the two belt elements 15 each extend perpendicularly from the vertical plane as shown in FIG Fig. 2 to the left four connecting rods 20.
- the connecting rods 20 have compared to the connecting rods 16 a reduced length.
- the lattice boom assembly 18 has in a plane perpendicular to the longitudinal axis 14th an open, substantially U-shaped frame structure with a vertical connecting rod 16 and two perpendicularly extending therefrom, respectively arranged at the ends of the connecting rod 16 connecting rods 20th
- the lattice boom assembly 19 is designed substantially identical to the lattice boom assembly 18.
- the lattice boom assembly 19 comprises two arranged in a vertical plane belt members 15 which are interconnected by means of four respectively vertically arranged connecting rods 16. Respectively at the upper and the lower belt member 15, four connecting rods 20 extending vertically away from the vertical plane are provided.
- the connecting bars 20 of the lattice mast assembly 18 and the lattice mast assembly 19 are oppositely directed, aligned.
- the lattice mast assemblies 18, 19 are arranged in mirror image to each other, so that the openings of each open, U-shaped frame structure facing each other.
- the connecting rods 20 of the lattice mast assemblies 18, 19 are executed by means of a connecting element in the form of two-piece connecting shells 21.
- the connecting shells 21 are connected by connecting bolts 22 to the respective connecting rods 20.
- the lattice mast assemblies 18, 19 are connected to each other or detachable from each other with respect to a vertically oriented parting plane.
- the parting plane is in particular parallel to the vertical planes spanned by belt elements 15 of the respective lattice mast subassembly 18, 19. In particular, the parting plane is arranged centrally between the two vertical planes.
- the parting plane represents a plane of symmetry of the lattice mast piece 11.
- the connecting rods 20 are respectively inserted into the connecting shells 21 and connected there by means of the connecting screws 22 with the connecting shells 21.
- the connecting shells 21 have a horizontal parting plane.
- the connecting shells 21 are set up quickly and easily on the connecting rods 20 and connect to them.
- a connecting element can also be designed in the form of a sleeve, that is, as undivided sleeve.
- the sleeve may have an internal thread such that the sleeve can be screwed onto the connecting rods 20.
- Such a sleeve is also referred to as a screw sleeve. It is also possible to use the screw sleeve as a locknut.
- the connecting rods 20 have external threads with corresponding to the internal thread of the lock nut opposite thread pitches.
- a rotational movement of the lock nut causes an axial displacement of the connecting rods 20 to be connected with respect to the lock nut along a longitudinal axis.
- both connecting rods 20 are simultaneously displaced towards or away from one another along the longitudinal axis.
- a tightening of the lock nut thus causes an axial distortion of the connecting rods 20 along the respective longitudinal axis.
- Such a bias voltage can produce an advantageous initial bias state, which is advantageous for a later load situation and can lead to increased load carrying capacity of the lattice boom.
- the connecting shells 21 are pivotally connected to each other by means of a hinge.
- the connecting shells 21 are then designed in the form of clamps. It is also conceivable that the connecting element is integrated on the connecting rods 20 of a lattice mast assembly. It is further conceivable that the connecting rods 20 of the first lattice mast assembly tubular with an inner diameter are designed such that the connecting rods 20 of the second lattice tower assembly can be plugged directly.
- the connecting bars 20 of the second lattice mast assembly correspond with an outer diameter to an inner diameter of the connecting bars 20 of the first lattice mast assembly.
- the connecting rods 20, in particular the second lattice mast assembly, which are inserted into each other can be conical at least in sections.
- Such compounds are also referred to as tapered joints.
- the lattice mast piece has a rectangular lattice mast cross-sectional area oriented perpendicular to the longitudinal axis 14.
- the lattice mast cross-sectional area has a lattice mast width B G , which is more preferably 4.0 m or more.
- the lattice mast cross-sectional area has a mesh height H G of at least 3.0 m or more.
- the lattice mast piece 11 has a high load capacity. Because the lattice mast assemblies 18, 19 have a vertical separation plane, the lattice mast assemblies 18, 19 each have a lattice mast assembly width B GB that is less than the lattice mast width B G.
- a lattice mast subassembly height H GB is identical to the lattice mast height H G.
- the lattice boom assembly width B GB and the lattice boom assembly height H GB have at most the maximum allowable dimensions required for transport on a public road, especially in Germany.
- the lattice tower module width B GB is at most 4.0 m.
- the lattice mast subassembly width H GB is at most 4.0 m.
- Fig. 5 to 9b show another embodiment of a lattice mast piece 23.
- the lattice mast piece 23 has four lattice mast assemblies 24, 25, 26, 27, each representing substantially a quarter of the lattice mast cross-sectional area.
- the lattice mast piece 23 has a lattice mast length L G along the longitudinal axis 14 of, for example, 12 m.
- the lattice mast length L G substantially corresponds to six times the length L GE of a lattice tower unit.
- the length L GE of the lattice tower unit is also referred to as a compartment.
- the length L GE of a lattice tower unit along the longitudinal axis 14 results from a, in particular multiple, distance between two adjacent connecting straps 31, which will be explained in more detail below.
- the lattice mast length L G comprises a double hole spacing of the head pieces 17.
- the hole spacing of the head pieces 17 corresponds to a distance along the longitudinal axis 14 from the end face of the belt element 15 to a hole center of the head piece 17.
- the mesh height H G is 2.45 m.
- the lattice mast width B G is 2.77 m.
- the lattice mast piece 23 according to the embodiment shown has two parting planes, a horizontal parting plane 28 and a vertical parting plane 29, which intersect in the longitudinal axis 14.
- Each of the four lattice mast assemblies 24, 25, 26, 27 has a belt element 15, two connecting rods 16 each arranged on the front side as zero rods and a plurality of diagonally arranged connecting rods 30, so-called diagonal rods.
- the lattice mast assemblies 24 to 27 are in the in the Fig. 5 to 7a shown work arrangement in which the lattice boom piece 23 can be used in a lattice tower or a lattice boom, respectively in the region of the ends of the diagonal bars 30 by connecting elements in the form of connecting straps 31 connected to each other.
- a connection tab 31 is in Fig. 7b shown schematically.
- Fig. 7b shows a sectional view in a plane perpendicular to the longitudinal axis 14.
- the tubular belt member 15 has a particular welded connection piece 65.
- the connecting piece 65 extends perpendicularly away from the belt element 15.
- the connecting piece 65 is, for example, a zero rod 16.
- the connecting tab 31 is fastened.
- the connecting tab 31 is welded to the connecting piece 65.
- the connecting lug 31 is designed in three sections, that is, the connecting lug 31 has three tab webs 66 each arranged perpendicular to the belt element 15.
- the tab webs 66 each have aligned through holes, which are arranged concentrically to a connecting axis 67.
- the connecting straps 31 each have a through-hole.
- the lattice mast assemblies 24 to 27 are arranged such that in each case the connecting tabs 31 of two adjacent lattice mast assemblies 24, 25 and 24, 26 and 26, 27 and 25, 27 overlap such that the through-holes of the connection tabs 31 are aligned.
- the aligned through holes allow insertion of a connecting element for example in the form of a connecting bolt or a connecting screw.
- a connecting longitudinal axis of the connecting element is arranged parallel to the connecting axis 67 and in particular oriented horizontally, ie parallel to the belt planes spanned by the belt elements 15.
- the connecting longitudinal axes of the connecting elements are oriented perpendicular to the longitudinal axis 14 of the lattice mast piece 23.
- the lattice mast assemblies 24, 27 and 25, 26 can be combined in pairs to a transport unit 32 and 33, so a total of two transport units 32 and 33 summarized.
- the transport unit 32 comprises the lattice mast assemblies 24 and 27, which according to Fig. 6a Diagonal bars 30 have such that they are oriented from bottom left to top right.
- the diagonal bars 30 of the lattice mast assemblies 24, 27 are arranged parallel and adjacent to one another.
- the transport unit has a transport length L T , which is identical to the lattice mast length L G.
- the connecting bars 16 of the lattice mast assemblies 24, 27 essentially form a rectangle.
- the lattice tower assemblies 24, 27 each have a lattice tower assembly width B GB and a lattice tower assembly height H GB .
- both the lattice boom assembly width B GB and the lattice tower assembly height H GB are smaller than the lattice mast width B G and the lattice mast height H G.
- the lattice mast assemblies 24, 27 are connected by means of the connecting straps 31 to the transport unit 32. This means that the connecting straps 31 allow both a connectivity of the lattice mast assemblies to a lattice boom piece 23 to be achieved therefrom on the one hand and to transport units 32, 33 arranged therefrom on the other hand.
- connection tab 31 results from the Fig. 6a . 9a . 9b and 11 , It follows that the three-section connecting plate 31 next to one of the outer tab webs 66, ie along the connecting axis 67, a connecting piece 68 having a receiving bore 69.
- the connecting pieces 68 of two adjacent lattice mast assemblies 24, 26 arranged in a direction perpendicular to the plane one behind the other.
- the connecting pieces 68 of the lattice mast assemblies 24, 26 are arranged such that the receiving bores 69 are aligned with each other. It is possible in this aligned arrangement of the mounting holes 69 to connect them together by a connecting element such as a bolt, in particular a stiffening bolt, or a stiffening screw. At the same time, the aligned receiving bores 69 serve for connection to a torque-stable pendulum support 70, which serves for further stiffening of the lattice boom piece 23.
- the lattice mast assemblies 24 to 27 can be arranged such that the receiving holes 69 are aligned in a transport arrangement.
- the lattice mast assemblies 24, 27 and 25, 26 can be connected together to form a transport unit.
- the transport unit 32 formed by the two lattice mast assemblies 24, 27 has a transport unit width B TE of, for example, 1.72 m and a transport unit height H TE of, for example, 1.68 m.
- the transport unit width B TE is smaller than the lattice mast width B G.
- the transport unit height H TE is smaller than the grating mast height H G.
- the transport unit 33 comprises the lattice mast assemblies 25, 26, which, as shown in FIG Fig. 6 are oriented with the diagonal bars 30 from bottom right to top left. According to the transport unit 32, in the transport unit 33, the lattice mast assemblies 25, 26 are each connected by means of the connecting straps 31.
- the transport unit 33 has an identical transport unit width B TE of 1.72 m and a transport unit height H TE of 1.68 m.
- the lattice mast assemblies 24 to 27 are shown in a transport arrangement.
- the lattice mast assemblies 24, 27 and 25, 26 are offset along the longitudinal axis 14 in pairs each half the length L GE a lattice tower unit stored in each other.
- Such a staggered arrangement is also referred to as nesting or as a compartmented against each other entangled arrangement. It is possible to flexibly form such a lattice mast piece by one or more rod elements 39.
- the dimensions, ie lattice mast width and / or grid mast height can be adjusted specifically.
- the connecting blocks 40 not as a connecting block, but as a connecting prism, which has a cross section which is different from a square in a plane perpendicular to a longitudinal axis of the belt element 15. It could be, for example, a triangular shape, a hexagon shape, or another shape.
- the offset along the longitudinal axis 14 into one another arranged storage of the lattice mast assemblies 24 to 27 in the transport arrangement is particularly from the in Fig. 12 shown top view.
- the four lattice mast assemblies 24 to 27 are combined in a single transport unit 34, which in Fig. 11 is shown in a front view.
- Fig. 10 are in the region of the left end of the lattice boom piece 23 rear headers 17 of in Fig. 12 shown above lattice boom assemblies. It is in Fig. 10 ie around hidden edges, which are shown in solid lines for better understanding.
- the head pieces 17, which are concealed, are opposite to the head pieces 17, not shown in the plane of the drawing, of FIG Fig. 12 arranged below lattice mast assemblies in Fig.
- connection tabs 31 in Fig. 11 which are shown at the substantially rectangular cross-section of the four lattice tower assemblies 24 to 27 top right and bottom left, hidden edges.
- the transport unit 34 has a transport unit height H TE of in particular 1.45 m and a transport unit width B TE of in particular 1.88 m.
- the offset in the direction of the longitudinal axis 14 arrangement of the lattice mast assemblies 24, 27 and 25, 26 results in particular from the illustration in Fig. 10 ,
- Fig. 13 and 14 show another embodiment of a lattice mast 35.
- the main difference of the lattice mast piece 35 compared to the previous embodiments is that the lattice mast piece 35 is designed in a modular manner in all elements. That is, the producible lattice mast 35 has a plurality of lattice mast assemblies previously individually produced, for example, and a single tube, such as a belt member 15, a zero bar 16 and a diagonal bar 30, and / or the headers 17 each may constitute a lattice mast assembly.
- a lattice boom assembly allows the representation of a variable in its dimensions truss, in particular an open rod truss structure. But it is also possible that a plurality of rods and / or tubes are assembled to form lattice mast assemblies pre-assembled.
- the upper flange 36 and the lower flange 37 are each designed as a lattice mast assembly.
- the upper flange 36 comprises two belt elements 15 arranged in a horizontal plane.
- Each belt element 15 has a respective head piece 17 at a front end.
- the two belt elements 15 are connected to each other in the horizontal plane in the region of the head pieces 17 by a zero rod 16. Between the zero bars 16 a plurality of diagonal bars 30 are arranged in each case.
- the lower flange 37 is analogous to the upper flange 36, in particular identical thereto executed.
- two zero bars 16 and four interposed diagonal bars 30 are arranged in two parallel vertical planes.
- the arranged in the vertical planes rods 16, 30 are each hinged to fastening tabs 38 of the belt members 15.
- the articulation on the fastening tabs 38 takes place in particular by bolts or by Screws.
- the fastening tabs 38 are welded to the belt elements 15.
- the upper belt 36 and the lower belt 37 forming rods, in particular the belt members 15, the zero rods 16 and the diagonal bars 30 are fixed to the formation of the upper belt 36 and the lower belt 37 and in particular unsolvable.
- the bars are individually welded together.
- the lattice mast subassembly height H GB is significantly reduced with respect to the lattice mast height H G and is in particular at most 10% of the lattice mast height H G.
- FIG. 13 illustrated modular structure of the lattice boom piece 35 with an integral rod member 39 according to Fig. 14 display.
- the bar element 39 comprises a central belt element 15 and two end blocks 40 arranged at the end.
- the connecting cubes 40 allow a connection of further bars to the bar element 39 and / or the insertion of a top piece 17 into a recess of the cuboid block 40 provided for this purpose Connecting other rods in the three directions indicated by the arrows 51 spatial directions. It is conceivable, for example, rotatably arrange the connecting block 40 relative to the belt member 15 along its longitudinal axis, so that in particular a connection with a diagonal bar is facilitated.
- connecting cuboid 40 may be provided as an alternative connection elements, a bayonet lock or a twistlock connection, which allows an uncomplicated and especially fast executable connection of the rod member 39 with other rods to form a structure for a desired lattice boom piece modular.
- Fig. 15 shows a further embodiment of a lattice mast piece 41 in a schematic representation.
- Components which correspond to those described above with reference to Fig. 1 to 14 have already been explained, bear the same reference numbers and will not be discussed again in detail.
- the lattice mast piece 41 comprises four belt elements 15 extending along the longitudinal axis 14, which are arranged at the corners of a rectangular lattice mast cross section. According to Fig. 15 along the longitudinal axis 14 two lattice mast pieces 41 are arranged one behind the other.
- the four belt elements 15 are hinged together by a joint structure 42.
- the joint support structure 42 shown schematically comprises a joint element 43 arranged centrally on the longitudinal axis 14.
- the joint element 43 comprises four telescopic elements 44, in particular telescopic cylinders, which extend away from the joint element 43 substantially radially with respect to the longitudinal axis 14 in the cross-sectional surface plane.
- the telescopic elements 44 are in Fig. 13 indicated by arrows.
- each of the telescopic elements 44 is adjustable in length and variable in force in the respective illustrated direction. It is also possible, for example, that a telescopic element 44 is a spindle drive or designed in the manner of a clamping nut. By operating the telescopic elements 44, these can be extended starting from the central joint element 43 be and span a rectangle, at the corners of the belt elements 15 are arranged. The belt elements 15 can be connected to the telescopic elements 14.
- the belt members 15 are separated from the telescopic elements 44.
- the individual belt elements 15 can be transported substantially flat and space-saving together with the separate joint structures 42.
- Flat in this context means that length and width dimension of the joint support surface 42 are each significantly larger than a height dimension in a direction perpendicular to a plane spanned by the latitude and longitude plane.
- the joint structures 42 are surface elements.
- a ratio of length to height or width to height of the joint structure 42 is at least 5, in particular at least 10 and in particular at least 20.
- the lattice mast assemblies are essentially rod-shaped or as a modular element according to Fig. 14 executed and each have a lattice mast subassembly width and lattice mast subassembly height are smaller than the lattice mast width B G and the lattice mast height H G.
- the movable elements ie the joint element 43 and the telescopic element 44, can be used to form new lattice mast cross-sections.
- the use of the zero bars 16 and / or diagonal bars 30 enables a cost-effective provision of the lattice mast piece.
- Fig. 16a, 16b and 17 show further embodiments of a lattice boom 45. Components corresponding to those described above with reference to FIGS Fig. 1 to 15 already described, bear the same reference numbers and will not be discussed again in detail.
- a joint structure 46 of the lattice mast piece 45 has a central joint element 43 and two or four articulated rods 47 articulated thereto.
- the hinge rods 47 are hinged to the hinge member 43 in such a way that they are in the in Fig. 14 and 15 drawing plane shown are rotatable about the hinge member 43.
- the joint element 43 is arranged in particular concentric to the longitudinal axis 14 of the lattice mast piece 45.
- the hinge structure 46 is arranged in the plane oriented perpendicular to the longitudinal axis 14.
- Fig. 17a shows the hinge structure 46 in a transport arrangement. Two joint rods 47 are folded in pairs, ie arranged adjacent to each other.
- An opening angle ⁇ between the two collapsed articulated rods 47 in the transport arrangement is for example at most 10 °, in particular at most 5 ° and in particular at most 3 °.
- An in Fig. 17b shown, similar hinge structure 26 includes four hinge rods 47 which are arranged in a transport arrangement. The hinge rods 47 are each freely rotatable about the hinge member 43 in the manner of a hinge.
- An opening angle a between two adjacent, freely rotatable joint rods 47 in the transport arrangement is for example at most 5 °, in particular at most 3 °.
- a total opening angle b between two outer joint rods 47, ie a transport opening angle, is approximately three times the opening angle a between the two inner joint bars 47.
- the total opening angle b is at most 15 ° and in particular at most 10 °.
- the lattice boom assembly width B GB is about halved.
- the joint structure 46 in Fig. 17a which has substantially rectangular transport dimensions in that the lattice tower subassembly height H GB is significantly smaller than the lattice tower subassembly width B GB , is the hinge structure 46 according to FIG Fig. 17b executed in the transport arrangement substantially square.
- the lattice boom assembly width B GB can additionally be varied. It is possible to use an available transport space as effectively as possible.
- the joint structure 46 according to Fig. 17b allows increased flexibility in the arrangement of the hinge element in the transport arrangement.
- the hinge structure 46 represents a lattice tower assembly with a lattice mast assembly height H BG and a lattice mast assembly width B BG .
- the lattice boom 45 is shown in a work arrangement.
- the hinge structure 46 is opened, that is, the hinge rods 47 are pivoted about the longitudinal axis 14 such that the opening angle a between two adjacent joint rods 47 is increased.
- the angle a in the work arrangement can vary. According to the arrangement shown in FIG Fig. 16 the angle a is about 70 °. It is also possible that the angle a in the working arrangement is less than 70 ° or more than 70 °.
- the hinge element 43 facing away from the hinge rods 47 are each connected to a belt member 15 which is oriented along the longitudinal axis 14, and two zero rods 16. It is possible that the joint rods 47 are permanently and in particular articulated connected to the respective belt element 15, so that the belt elements 15 remain fixed in the transport arrangement to the joint structure 46 as a whole. In this case, the belt members 15 are part of the lattice tower assembly of this embodiment.
- each of the vertically oriented zero rods 16 are inserted between the arranged on the upper flange belt elements 15 and arranged on the lower belt elements 15. It is additionally possible to arrange diagonal bars (not shown) between the belt elements 15. Additionally or alternatively, it is also possible to provide a locking on the hinge element 43 such that the hinge structure 46 in the in Fig.
- a vertically oriented rod element may be provided which is arranged between one of the zero rods 16 and the joint element 43.
- the rod element 50 is oriented vertically.
- the lattice mast piece 45 has an increased rigidity and is able to absorb larger transverse forces. It can also be provided 50 several rod elements.
- the lattice mast piece 45 has a lattice mast width B G and a lattice mast height H G.
- the lattice tower subassembly height H GB is reduced with respect to the lattice tower height H G and is in particular at most 20% of the lattice tower height H G , in particular at most 10% of the lattice tower height H G and in particular at most 7% of the lattice tower height H G.
- Fig. 18 shows another embodiment of a lattice boom 48.
- Components corresponding to those described above with reference to FIGS Fig. 1 to 17 have already been explained, bear the same reference numbers and will not be explained again in detail.
- the lattice mast piece 48 is similar to the lattice mast piece 45, wherein the hinge structure 49 of the lattice boom piece 48 has two hinge elements 43, which are connected to each other by means of a rod member 50 and thereby arranged at a defined distance from each other.
- the rod element 50 can be designed as a pendulum support.
- the pendulum support enables the absorption of compressive and tensile forces along its longitudinal axis.
- the use of the additional rod element 50 and a further joint element 43 results in increased freedom of design with regard to the execution of the joint structure 49 and thus for the lattice mast piece 48, in particular for the lattice mast cross-sectional area.
- the rod member 50 serves to lock the hinge structure 49.
- the lattice boom 48 has in a locked state increased rigidity and thereby additional stability.
- the lattice mast piece is suitable for absorbing increased lateral forces.
- the handling, in particular the transfer of a transport arrangement, not shown in the in Fig. 18 shown working arrangement of the lattice boom piece 48 is analogous to that in Fig. 16 and 17 described embodiment.
- the hinge elements 43 are releasably connected to the rod member 50.
- the rod element 50 and the two joint elements 43 with the articulated rods 47 hingedly attached thereto each form a lattice mast assembly.
- the hinge structure 49 as a whole forms a lattice mast assembly.
- the free ends of the joint rods 47 are each connected to a belt element 15 and two zero rods.
- the individual belt elements 15 are connected to each other by zero rods 16.
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Description
Die Erfindung betrifft einen Kran sowie ein Gittermaststück für einen Gittermast für einen derartigen Kran.The invention relates to a crane and a lattice mast piece for a lattice mast for such a crane.
Aus der
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Es ist eine Aufgabe der vorliegenden Erfindung, ein Gittermaststück für einen Gittermast derart zu gestalten, dass es einerseits eine hohe Tragfähigkeit aufweist und andererseits unkompliziert transportierbar ist, wobei insbesondere das Überführen von einer Transportanordnung in eine Arbeitsanordnung unkompliziert möglich ist.It is an object of the present invention to design a lattice mast piece for a lattice mast in such a way that, on the one hand, it has a high load-bearing capacity and, on the other hand, is easy to transport, in particular the transfer of a transport arrangement into a work arrangement is possible in a straightforward manner.
Diese Aufgabe ist erfindungsgemäß gelöst durch ein mehrteiliges Gittermaststück mit den im Anspruch 1 angegebenen Merkmalen.This object is achieved by a multi-part lattice mast piece with the features specified in
Erfindungsgemäß wurde erkannt, dass ein Gittermaststück mehrteilig ausgeführt ist und mindestens zwei lösbar miteinander verbindbare Gittermastbaugruppen aufweist. In einer Arbeitsanordnung, also wenn die Gittermastbaugruppen miteinander zu dem Gittermaststück verbunden sind, weist das Gittermaststück eine Längsachse und eine senkrecht zur Längsachse orientierte Gittermast-Querschnittsfläche auf. Die Gittermast-Querschnittsfläche weist eine Gittermastbreite auf, die insbesondere bis zu 4,0 m oder mehr beträgt. Weiterhin weist die Gittermast-Querschnittsfläche eine Gittermasthöhe auf, die insbesondere bis zu 3,0 m oder mehr beträgt. Insbesondere beträgt die Gittermasthöhe 4,0 m oder mehr. Insbesondere ist die Gittermast-Querschnittsfläche rechteckig, insbesondere quadratisch, ausgeführt. Das mehrteilige Gittermaststück weist in der Arbeitsanordnung eine hohe Tragfähigkeit auf. Die Gittermastbaugruppen können mindestens in einer Trennebene, die insbesondere parallel zur Längsachse orientiert ist, voneinander getrennt werden. Jede der Gittermastbaugruppen weist jeweils eine Gittermastbaugruppenbreite auf, die kleiner ist als die Gittermastbreite. Zusätzlich oder alternativ weist jede Gittermastbaugruppe eine Gittermastbaugruppenhöhe auf, die kleiner ist als die Gittermasthöhe. Dadurch ist es möglich, die einzelnen Gittermastbaugruppen in der Transportanordnung des Gittermaststücks platzsparend beispielsweise auf einem Transportfahrzeug anzuordnen. Insbesondere ein Straßentransport ist dadurch vereinfacht. Wesentlich ist also, dass das erfindungsgemäße Gittermaststück in der Arbeitsanordnung eine Gittermast-Querschnittsfläche derart aufweist, dass der Gittermast eine ausreichende Tragfähigkeit ermöglicht. Dadurch, dass das Gittermaststück in einer Richtung parallel zur Längsachse teilbar ist, also in mehrere Gittermastbaugruppen aufgeteilt werden kann, weisen die Gittermastbaugruppen jeweils einen gegenüber dem Gittermaststück reduzierten Querschnitt auf. Die einzelnen Gittermastbaugruppen oder mehrere Gittermastbaugruppen zusammen können vorteilhaft transportiert werden. Das Gittermaststück weist einen unkomplizierten Aufbau auf und ist darüber hinaus in einer Arbeitsanordnung stabil ausgeführt. Dadurch, dass die Verbindungsstäbe in einer Arbeitsanordnung fest mit den Gurtelementen verbunden sind, weist das Gittermaststück eine erhöhte Tragfähigkeit auf. Insbesondere ist es möglich, auf Schwenkverbindungen zu verzichten, die im Allgemeinen die Stabilität und die Tragfähigkeit eines derartigen Gittermaststücks beeinträchtigen können. Insbesondere umfasst ein derartiges Gittermaststück eine hohe Anzahl an Gleichteilen. Insbesondere ist es denkbar, sich entlang der Längsachse erstreckende Gurtelemente, die beispielsweise als Rohre ausgeführt sind, identisch auszuführen. Es ist auch möglich, Verbindungsstäbe, die jeweils zwei benachbarte Gurtelemente miteinander verbinden, identisch auszuführen. Aufgrund der erhöhten Anzahl der Gleichteile sind die Lagerhaltungskosten und insbesondere die Anschaffungskosten für ein derartiges Gittermaststück reduziert. Darüber hinaus ist die Flexibilität bei der Gestaltung eines Gittermaststücks erhöht. Ein Rüstverfahren für das Gittermaststück kann durch die Verwendung modulartiger Gleichteile vereinfacht werden. Insbesondere ist die Logistik vor, während und nach dem Rüstverfahren vereinfacht. Ein Kranbetreiber kann beispielsweise mittels modulartiger Grundelemente einen Gittermast und/oder einen Gittermastausleger unterschiedlicher Breite und/oder Höhe eines Gittermastquerschnitts erzielen, indem beispielsweise ein gleiches Grundmuster des Gittermastquerschnitts repliziert wird. Eine derartige Investition in modulartige Grundelemente bietet dem Kranbetreiber einen Mehrwert für den aufrüstbaren Kran.According to the invention it has been recognized that a lattice mast piece is designed in several parts and has at least two lattice mast assemblies detachably connectable to one another. In a working arrangement, that is, when the lattice mast assemblies are connected to each other to the lattice mast piece, the lattice mast piece has a longitudinal axis and a lattice mast cross-sectional area oriented perpendicular to the longitudinal axis. The lattice mast cross-sectional area has a lattice mast width that is in particular up to 4.0 m or more. Furthermore, the lattice mast cross-sectional area has a lattice mast height which is in particular up to 3.0 m or more. In particular, the mesh height is 4.0 m or more. In particular, the lattice mast cross-sectional area is rectangular, in particular square. The multi-part lattice mast piece has a high load capacity in the working arrangement. The lattice mast assemblies can be separated from each other at least in a parting plane, which is oriented in particular parallel to the longitudinal axis. Each of the lattice mast assemblies each has a lattice tower assembly width that is less than the lattice mast width. Additionally or alternatively, each lattice mast assembly has a lattice mast subassembly height that is less than the lattice mast height. This makes it possible to arrange the individual lattice mast assemblies in the transport arrangement of the lattice boom piece to save space, for example on a transport vehicle. In particular, a road transport is simplified. It is therefore essential that the lattice mast piece according to the invention has a lattice mast cross-sectional area in the working arrangement in such a way that the lattice mast allows a sufficient carrying capacity. Characterized in that the lattice mast piece is divisible in a direction parallel to the longitudinal axis, that are divided into several lattice mast assemblies can, the lattice mast assemblies each have a reduced compared to the lattice boom section. The individual lattice mast assemblies or multiple lattice mast assemblies together can be advantageously transported. The lattice mast piece has a straightforward structure and, moreover, is designed to be stable in a working arrangement. Characterized in that the connecting rods are firmly connected in a working arrangement with the belt elements, the lattice boom piece has an increased load capacity. In particular, it is possible to dispense with pivotal connections, which can generally affect the stability and the load-bearing capacity of such a lattice mast piece. In particular, such a lattice mast piece comprises a large number of identical parts. In particular, it is conceivable to design belt elements extending along the longitudinal axis, which are embodied, for example, as tubes, identically. It is also possible, connecting rods which connect each two adjacent belt elements together, identical perform. Due to the increased number of identical parts, the storage costs and in particular the acquisition costs for such a lattice mast piece are reduced. In addition, the flexibility in designing a lattice mast piece is increased. An alignment process for the lattice mast piece can be simplified by using modular identical parts. In particular, the logistics before, during and after the setup process is simplified. A crane operator can achieve, for example, by means of modular basic elements, a lattice mast and / or a lattice boom of different width and / or height of a lattice mast cross section, for example by replicating an identical basic pattern of the lattice mast cross section. Such an investment in modular basic elements offers the crane operator added value for the upgradable crane.
Das Gittermaststück ist baukastenförmig ausgeführt und ermöglicht eine große Gestaltungsfreiheit bei der Ausführung des Gittermaststücks. Das Gittermaststück umfasst einzeln miteinander verbindbare Gurtelemente, jeweils zwei benachbarte Gurtelemente miteinander verbindende Verbindungsstäbe wie beispielsweise Diagonalstäbe oder Nullstäbe und/oder stirnseitig an den Gurtelementen anbringbare Kopfstücke.The lattice mast piece is modular and allows great freedom in the design of the lattice mast piece. The lattice mast piece comprises individually connectable belt elements, in each case two adjacent belt elements interconnecting connecting rods such as diagonal bars or zero bars and / or frontally attachable to the belt elements headers.
Ein Gittermaststück gemäß Anspruch 2 ist problemlos im Straßenverkehr transportierbar.A lattice mast piece according to
Ein Gittermaststück gemäß Anspruch 3 ermöglicht einen vereinfachten Transport, beispielsweise auch durch den Schienenverkehr und/oder auf Schifffahrtswegen.A lattice mast piece according to
Ein Gittermaststück nach Anspruch 4 weist einen besonders unkomplizierten Aufbau auf. Als Verbindungsstäbe können beispielsweise senkrecht zu den Gurtelementen angeordnete Verbindungsstäbe, sogenannte Nullstäbe, verwendet werden. Die Verbindungsstäbe können auch in einer von zwei benachbarten Gurtelementen aufgespannten Ebene quer zum genannten Gurtelement angeordnet sein. Derartige Verbindungsstäbe werden auch als Diagonalstäbe bezeichnet.A lattice mast piece according to
Ein Gittermaststück nach Anspruch 5 ermöglicht reduzierte Lagerhaltungskosten für die Gittermastbaugruppen. Insbesondere ist eine Montage von identisch ausgeführten Gittermastbaugruppen zu einem Gittermaststück vereinfacht.A lattice mast piece according to
Ein Gittermaststück nach Anspruch 6 weist Gittermastbaugruppen auf, die insbesondere symmetrisch, insbesondere doppeltsymmetrisch ausgeführt sind. Die Montage der Gittermastbaugruppen zu dem Gittermaststück ist vereinfacht. Die Gittermastbaugruppen sind vormontiert und ermöglichen insbesondere einen schnellen Umbau von der Transportanordnung der Gittermastbaugruppen in die Arbeitsanordnung des Gittermaststücks.A lattice mast piece according to claim 6 has lattice mast assemblies, which are in particular symmetrical, in particular double-symmetrical are. The assembly of the lattice mast assemblies to the lattice mast piece is simplified. The lattice mast assemblies are pre-assembled and in particular allow a quick conversion of the transport arrangement of the lattice mast assemblies in the working arrangement of the lattice mast piece.
Ein Gittermaststück, bei dem mindestens eine Gittermastbaugruppe ein Obergurt oder ein Untergurt ist, wobei die mindestens eine Gittermastbaugruppe zwei Gurtelemente und mehrere, die zwei Gurtelemente fest, insbesondere unlösbar, miteinander verbindende Verbindungsstäbe, insbesondere Diagonalstäbe und/oder Nullstäbe aufweist, ermöglicht eine zeitsparende Vormontage mindestens einer Gittermastbaugruppe wie beispielsweise ein Obergurt oder ein Untergurt. Der Obergurt oder der Untergurt umfassen jeweils zwei Gitterelemente, die durch mehrere Verbindungsstäbe fest miteinander verbunden sind. Insbesondere sind die Verbindungsstäbe mit den Gitterelementen jeweils unlösbar und insbesondere durch Schweißen verbunden. Ein derart vormontierter Obergurt oder Untergurt ist im Wesentlichen flächig ausgeführt und kann vereinfacht transportiert werden.A lattice mast piece, in which at least one lattice mast assembly is an upper chord or a lower chord, wherein the at least one lattice mast assembly comprises two belt elements and a plurality, the two belt elements fixed, in particular insoluble, interconnecting connecting rods, in particular diagonal bars and / or zero bars, allows a time-saving pre-assembly at least a lattice mast assembly such as a top chord or a bottom chord. The upper flange or the lower flange each comprise two grid elements, which are connected by a plurality of connecting rods firmly together. In particular, the connecting rods are each insoluble with the grid elements and in particular connected by welding. Such a preassembled upper flange or lower flange is substantially flat and can be transported in a simplified manner.
Ein Gittermaststück nach Anspruch 8 ermöglicht eine schnelle und unkomplizierte Verbindung der Gittermastbaugruppen miteinander. Es ist beispielsweise möglich, die Gittermastbaugruppen miteinander zu verbolzen oder zu verschrauben. Es ist auch möglich, zur Verbindung der Gittermastbaugruppen eine sogenannte Twistlock-Verbindung vorzusehen. Derartige Verbindungen sind beispielsweise aus dem Schifffahrtsbereich zur Handhabung von Containern bekannt. Eine Twistlock-Verbindung ermöglicht eine schnelle und sichere, weil formschlüssige Verbindung, indem eine Öffnung auf ein um eine Drehachse ausgeführtes Verriegelungselement aufgesetzt wird. Durch Drehung des Verriegelungselements wird die Öffnung hintergriffen und ermöglicht dadurch die formschlüssige Verbindung.A lattice mast piece according to claim 8 allows a quick and easy connection of the lattice mast assemblies together. For example, it is possible to bolt or bolt the lattice mast assemblies together. It is also possible to provide a so-called twist-lock connection for connecting the lattice mast assemblies. Such compounds are known for example from the shipping sector for handling containers. A twistlock connection allows a fast and secure, because positive connection by an opening is placed on a running about a rotation axis locking element. By rotation of the locking element, the opening is engaged behind and thereby enables the positive connection.
Alternativ zu der Twistlock-Verbindung kann auch ein Bajonett-Verschluss vorgesehen werden.Alternatively to the twistlock connection, a bayonet closure can also be provided.
Es ist eine weitere Aufgabe der Erfindung, einen Kran mit einem Gittermast derart bereitzustellen, dass eine ausreichende Tragfähigkeit des Krans in einer Arbeitsanordnung erfüllt ist und gleichzeitig ein Transport des Krans unkompliziert möglich ist.It is a further object of the invention to provide a crane with a lattice mast so that a sufficient load capacity of the crane is met in a working arrangement and at the same time a transport of the crane is easily possible.
Diese Aufgabe wird erfindungsgemäß gelöst durch einen Kran mit den im Anspruch 11 angegebenen Merkmalen.This object is achieved by a crane with the features specified in
Erfindungsgemäß wurde erkannt, dass mindestens ein Gittermaststück für einen Gittermast verwendet werden kann. Insbesondere können mehrere, entlang der Längsachse hintereinander angeordnete Gittermaststücke angeordnet und insbesondere an Kopfstücken miteinander verbunden werden. Ein Gittermast kann bis zu fünf oder mehr Gittermaststücke aufweisen. Ein derartiger Gittermast dient beispielsweise als Gittermastausleger und/oder als Gittermastturm für einen Kran. Der Kran kann einen Gittermastausleger und/oder einen Gittermastturm aufweisen, die jeweils mindestens ein erfindungsgemäßes Gittermaststück umfassen.According to the invention it has been recognized that at least one lattice mast piece can be used for a lattice mast. In particular, a plurality of grid mast pieces arranged one behind the other along the longitudinal axis can be arranged and, in particular, connected to one another at head pieces. A lattice mast can have up to five or more lattice mast pieces. Such a lattice mast serves, for example, as a lattice boom and / or as a lattice tower for a crane. The crane may comprise a lattice boom and / or a lattice tower, each comprising at least one lattice boom according to the invention.
Die sich daraus ergebenden Vorteile für den Gittermast und den Kran entsprechen im Wesentlichen den Vorteilen des Gittermaststücks, worauf hiermit verwiesen wird.The resulting advantages for the lattice mast and the crane essentially correspond to the advantages of the lattice mast, to which reference is hereby made.
Ausführungsbeispiele der Erfindung werden nachfolgend anhand der Zeichnung näher erläutert. In dieser zeigen:
- Fig. 1
- eine schematische Seitenansicht eines Krans mit einem Gittermastturm und einem Gittermastausleger mit mehreren erfindungsgemäßen Gittermaststücken,
- Fig. 2
- eine Seitenansicht eines Raupenkrans mit Gittermastausleger mit mehreren erfindungsgemäßen Gittermaststücken,
- Fig. 3
- eine perspektivische Darstellung eines nicht erfindungsgemäßen Gittermaststücks,
- Fig. 4
- eine vergrößerte Ansicht von Detail IV in
Fig. 3 , - Fig. 5
- eine Seitenansicht eines Gittermaststücks gemäß einer weiteren nicht erfindungsgemäßen Ausführungsform in einer Arbeitsanordnung,
- Fig. 6a
- eine Vorderansicht des Gittermaststücks gemäß Pfeil VI a in
Fig. 5 , - Fig. 6b
- eine vergrößerte Ansicht von Detail VI b in
Fig. 6a , - Fig. 7
- eine Schnittansicht gemäß Linie VII-VII in
Fig. 5 , - Fig. 7a
- eine vergrößerte Ansicht von Detail VII a in
Fig. 7 , - Fig. 7b
- eine schematische Detailansicht einer an einem Gurtelement befestigten Verbindungslasche gemäß
Fig. 5 , - Fig. 8
- eine Seitenansicht von zu Transporteinheiten zusammengefassten Gittermastbaugruppen des Gittermaststücks in
Fig. 5 in einer Transportanordnung, - Fig. 9a, 9b
- eine Vorderansicht der Transporteinheiten gemäß
Fig. 8 , - Fig. 10
- eine
Fig. 8 entsprechende Seitenansicht der Gittermastbaugruppen des Gittermaststücks, die zu einer einzigen Transporteinheit zusammengefasst sind, - Fig. 11
- eine
Fig. 10 entsprechende Vorderansicht der Transporteinheit, - Fig. 12
- eine Draufsicht der Transporteinheit in
Fig. 10 , - Fig. 13
- eine schematische Darstellung eines Gittermaststücks gemäß einer erfindungsgemäßen Ausführungsform in einer Arbeitsanordnung,
- Fig. 14
- eine vergrößerte Detaildarstellung eines Baukastenelements als Gittermastbaugruppe für ein Gittermaststück in
Fig. 13 , - Fig. 15
- eine schematische Perspektivdarstellung von zwei entlang einer Längsachse hintereinander angeordneten Gittermaststücken gemäß einer weiteren nicht erfindungsgemäßen Ausführungsform in einer Arbeitsanordnung,
- Fig. 16
- eine schematische Perspektivdarstellung eines Gittermaststücks gemäß einer weiteren nicht erfindungsgemäßen Ausführungsform in einer Arbeitsanordnung,
- Fig. 17a
- eine Frontansicht eines Gelenktragwerks für ein Gittermaststück gemäß
Fig. 16 in einer Transportanordnung, - Fig. 17b
- eine
Fig. 17a entsprechende Frontansicht eines Gittermaststücks mit vier schwenkbaren Gelenkstäben und - Fig. 18
- eine
Fig. 16 ähnliche Darstellung eines Gittermaststücks einer weiteren nicht erfindungsgemäßen Ausführungsform in einer Arbeitsanordnung.
- Fig. 1
- a schematic side view of a crane with a lattice tower and a lattice boom with several lattice mast pieces according to the invention,
- Fig. 2
- a side view of a crawler crane with lattice boom with several lattice boom pieces according to the invention,
- Fig. 3
- a perspective view of a non-inventive lattice mast piece,
- Fig. 4
- an enlarged view of detail IV in
Fig. 3 . - Fig. 5
- FIG. 2 shows a side view of a lattice mast piece according to a further noninventive embodiment in a working arrangement, FIG.
- Fig. 6a
- a front view of the lattice mast piece according to arrow VI a in
Fig. 5 . - Fig. 6b
- an enlarged view of detail VI b in
Fig. 6a . - Fig. 7
- a sectional view taken along line VII-VII in
Fig. 5 . - Fig. 7a
- an enlarged view of detail VII a in
Fig. 7 . - Fig. 7b
- a schematic detail view of a fastened to a belt member connecting strap according to
Fig. 5 . - Fig. 8
- a side view of combined to transport units lattice mast assemblies of the lattice mast piece in
Fig. 5 in a transport arrangement, - Fig. 9a, 9b
- a front view of the transport units according to
Fig. 8 . - Fig. 10
- a
Fig. 8 corresponding side view of the lattice mast assemblies of the lattice mast piece, which are combined to form a single transport unit, - Fig. 11
- a
Fig. 10 corresponding front view of the transport unit, - Fig. 12
- a plan view of the transport unit in
Fig. 10 . - Fig. 13
- a schematic representation of a lattice mast piece according to an embodiment of the invention in a working arrangement,
- Fig. 14
- an enlarged detail of a modular element as a lattice tower assembly for a lattice mast piece in
Fig. 13 . - Fig. 15
- 2 is a schematic perspective view of two lattice mast pieces arranged one behind the other along a longitudinal axis according to a further noninventive embodiment in a working arrangement,
- Fig. 16
- 1 is a schematic perspective view of a lattice mast piece according to another non-inventive embodiment in a working arrangement,
- Fig. 17a
- a front view of a joint structure for a lattice mast piece according to
Fig. 16 in a transport arrangement, - Fig. 17b
- a
Fig. 17a corresponding front view of a lattice mast piece with four pivoting hinge bars and - Fig. 18
- a
Fig. 16 similar representation of a lattice mast piece of another non-inventive embodiment in a working arrangement.
Ein in
Der Gittermastturm 2 kann mittels nicht dargestellter Abstützelemente auf einem Boden abgestützt sein. Es ist auch möglich, dass der Gittermastturm 2 auf einem Unterwagen mit einem Fahrwerk, insbesondere mit einem Reifenfahrwerk, angeordnet ist.The
Gemäß der Darstellung in
An einer Unterseite des Gittermastauslegers 3 ist eine an sich bekannte Laufkatze 8 mit Seilen 9 und einer daran befestigten Hakenflasche 10 vorgesehen.On an underside of the
Der Gittermastturm 2 umfasst mehrere Turm-Gittermaststücke 11. Der Gittermastausleger 3 umfasst mehrere Ausleger-Gittermaststücke 12. Die Gittermaststücke 11, 12 sind im Wesentlichen identisch aufgebaut, können sich aber beispielsweise hinsichtlich ihrer Abmessungen unterscheiden. Für verbesserte statische Eigenschaften des Gittermastkrans 1 ist es vorteilhaft, wenn die Gittermaststücke 11, 12 einen möglichst großen Querschnitt in einer Richtung senkrecht zur Turm-Längsachse 5 bzw. zu einer Ausleger-Längsachse 13 aufweisen.The
Die Turm-Gittermaststücke 11 sind entlang der Turm-Längsachse 5 aufeinander angeordnet. Die Ausleger-Gittermaststücke 12 sind entlang der Ausleger-Längsachse 13 hintereinander angeordnet. Es ist auch möglich, mehr oder weniger als die in
Der Kran 1 ist als Raupenkran ausgeführt mit zwei an einem Unterwagen 52 parallel angeordneten Raupenfahrwerken 53. Um eine vertikale Drehachse 62 drehbar auf dem Unterwagen 52 ist der Oberwagen 54 angeordnet, an dem eine Fahrkabine 55 und ein um eine Horizontalachse 56 schwenkbarer Gittermastausleger 3 vorgesehen sind. An einem der Horizontalachse 56 gegenüberliegenden Ende des Hauptauslegers 3 ist dieser ebenfalls schwenkbar mit einem Hilfsausleger 57 verbunden. An der Spitze des Hilfsauslegers 57 ist eine Flasche 58 mit einem Haken zum Heben, Halten und Verlagern von Lasten vorgesehen. Der Hauptausleger 3 und der Hilfsausleger 57 sind über ein Spannsystem umfassend mehrere Spannseile 59 und Stützen 60 abgespannt.The
An einem im Wesentlichen horizontal verlaufenden Querträger 61 des Oberwagens 54 ist beabstandet zu der Drehachse 62 eine Gegengewichtsanordnung 63 vorgesehen. Die Gegengewichtsanordnung 63 umfasst mehrere aufeinander gestellte Gegengewichte 64, wobei die Gegengewichtsanordnung 63 zwei jeweils seitlich an dem Querträger 61 angeordnete Stapel von einzelnen Gegengewichten 64 aufweisen kann.At a substantially horizontally extending
Der Gittermastausleger 3 und/oder Hilfsausleger 57 können mehrere Ausleger-Gittermaststücke 12 umfassen.The
Im Folgenden wird anhand der
Die Verbindungsstäbe 16 sind jeweils senkrecht zu den Gurtelementen 15 orientiert. Die Verbindungsstäbe 16 werden auch als Nullstäbe bezeichnet. Die Verbindungsstäbe 16 erstrecken sich jeweils senkrecht bezüglich einer Gurtelementlängsachse von den Gurtelementen 15 weg.The connecting
Das Gittermaststück 11 weist zwei Gittermastbaugruppen 18, 19 auf. Die Gittermastbaugruppe 18 umfasst zwei Gurtelemente 15, die gemäß
Die Gittermastbaugruppe 19 ist im Wesentlichen identisch ausgeführt wie die Gittermastbaugruppe 18. Die Gittermastbaugruppe 19 umfasst zwei in einer Vertikalebene angeordnete Gurtelemente 15, die mittels vier jeweils senkrecht angeordneter Verbindungsstäbe 16 miteinander verbunden sind. Jeweils an dem oberen und dem unteren Gurtelement 15 sind vier, sich von der Vertikalebene senkrecht wegerstreckende Verbindungsstäbe 20 vorgesehen.The
Die Verbindungsstäbe 20 der Gittermastbaugruppe 18 und der Gittermastbaugruppe 19 sind einander entgegengerichtet, fluchtend angeordnet. Zur Verbindung der beiden Gittermastbaugruppen 18, 19 zu dem Gittermaststück 11 werden die Gittermastbaugruppen 18, 19 spiegelbildlich zueinander angeordnet, so dass die Öffnungen der jeweils offenen, U-förmigen Rahmenstruktur einander zugewandt sind. Die Verbindungsstäbe 20 der Gittermastbaugruppen 18, 19 sind mittels eines Verbindungselements in Form zweiteilig ausgeführter Verbindungsschalen 21 ausgeführt. Die Verbindungsschalen 21 sind durch Verbindungsschrauben 22 mit den jeweiligen Verbindungsstäben 20 verbunden. Die Gittermastbaugruppen 18, 19 sind bezüglich einer vertikal orientierten Trennebene miteinander verbindbar bzw. voneinander lösbar. Die Trennebene ist insbesondere parallel zu den von Gurtelementen 15 der jeweiligen Gittermastbaugruppe 18, 19 aufgespannten Vertikalebenen. Insbesondere ist die Trennebene mittig zwischen den beiden Vertikalebenen angeordnet. Die Trennebene stellt eine Symmetrieebene des Gittermaststücks 11 dar.The connecting bars 20 of the
Die Verbindungsstäbe 20 sind jeweils in die Verbindungsschalen 21 gesteckt und dort mittels der Verbindungsschrauben 22 mit den Verbindungsschalen 21 verbunden. Die Verbindungsschalen 21 weisen eine horizontale Trennebene auf. Die Verbindungsschalen 21 sind schnell und unkompliziert auf die Verbindungsstäbe 20 aufzusetzen und mit diesen zu verbinden. Anstelle der Verbindungsschalen 21 kann ein Verbindungselement auch in Form einer Muffe, also als ungeteilte Hülse, ausgeführt sein. In diesem Fall kann die Hülse ein Innengewinde derart aufweisen, dass die Muffe auf die Verbindungsstäbe 20 aufschraubbar ist. Eine derartige Muffe wird auch als Schraubmuffe bezeichnet. Es ist auch möglich, die Schraubmuffe als Schlossmutter zu verwenden. Es ist beispielsweise möglich, dass die Verbindungsstäbe 20 Außengewinde mit zu dem Innengewinde der Schlossmutter korrespondierenden gegenläufigen Gewindesteigungen aufweisen. Eine Drehbewegung der Schlossmutter bewirkt eine axiale Verlagerung der zu verbindenden Verbindungsstäbe 20 gegenüber der Schlossmutter entlang einer Längsachse. Je nach Drehrichtung werden beide Verbindungsstäbe20 gleichzeitig entlang der Längsachse aufeinander zu oder voneinander weg verlagert. Ein Zuziehen der Schlossmutter bewirkt also ein axiales Verspannen der Verbindungsstäbe 20 entlang der jeweiligen Längsachse. Eine derartige Vorspannung kann einen vorteilhaften initialen Vorspannungszustand erzeugen, der für eine spätere Belastungssituation vorteilhaft ist und zu einer erhöhten Tragfähigkeit des Gittermastauslegers führen kann. Es ist auch möglich, dass die Verbindungsschalen 21 mittels eines Scharniers miteinander schwenkbar verbunden sind. Die Verbindungsschalen 21 sind dann in Form von Schellen ausgeführt. Es ist auch denkbar, dass das Verbindungselement an den Verbindungsstäben 20 der einen Gittermastbaugruppe integriert ist. Es ist weiterhin denkbar, dass die Verbindungsstäbe 20 der ersten Gittermastbaugruppe rohrförmig mit einem Innendurchmesser derart ausgeführt sind, dass die Verbindungsstäbe 20 der zweiten Gittermastbaugruppe direkt eingesteckt werden können. Die Verbindungsstäbe 20 der zweiten Gittermastbaugruppe korrespondieren mit einem Außendurchmesser zu einem Innendurchmesser der Verbindungsstäbe 20 der ersten Gittermastbaugruppe. Um eine Montage und insbesondere eine Demontage der beiden Gittermastbaugruppen miteinander zu vereinfachen, können die ineinander steckenden Verbindungsstäbe 20, insbesondere der zweiten Gittermastbaugruppe, zumindest abschnittsweise konisch ausgeführt sein. Derartige Verbindungen werden auch als Tapered Joints bezeichnet.The connecting
Gemäß dem in
Das Gittermaststück 23 weist vier Gittermastbaugruppen 24, 25, 26, 27 auf, die jeweils im Wesentlichen ein Viertel der Gittermast-Querschnittsfläche darstellen. Das Gittermaststück 23 weist eine Gittermastlänge LG entlang der Längsachse 14 von beispielsweise 12 m auf. Die Gittermastlänge LG entspricht im Wesentlichen der sechsfachen Länge LGE einer Gittermasteinheit. Die Länge LGE der Gittermasteinheit wird auch als Fachung bezeichnet. Die Länge LGE einer Gittermasteinheit entlang der Längsachse 14 ergibt sich durch einen, insbesondere mehrfachen, Abstand zweier benachbarter Verbindungslaschen 31, die im Folgenden noch näher erläutert werden. Weiterhin umfasst die Gittermastlänge LG einen zweifachen Lochabstand der Kopfstücke 17. Der Lochabstand der Kopfstücke 17 entspricht einem Abstand entlang der Längsachse 14 von der Stirnseite des Gurtelements 15 zu einem Lochmittelpunkt des Kopfstücks 17. Die Gittermasthöhe HG beträgt 2,45 m. Die Gittermastbreite BG beträgt 2,77 m. Das Gittermaststück 23 gemäß der gezeigten Ausführungsform weist zwei Trennebenen auf, eine Horizontal-Trennebene 28 und eine Vertikal-Trennebene 29, die sich in der Längsachse 14 schneiden. Jede der vier Gittermastbaugruppen 24, 25, 26, 27 weist ein Gurtelement 15, zwei jeweils stirnseitig angeordnete als Nullstäbe ausgeführte Verbindungsstäbe 16 sowie mehrere diagonal angeordnete Verbindungsstäbe 30, sogenannte Diagonalstäbe, auf. Die Gittermastbaugruppen 24 bis 27 sind in der in den
Eine Verbindungslasche 31 ist in
Die Gittermastbaugruppen 24, 27 und 25, 26 können jeweils paarweise zu einer Transporteinheit 32 bzw. 33, also insgesamt zwei Transporteinheiten 32 und 33, zusammengefasst werden. Die Transporteinheit 32 umfasst die Gittermastbaugruppen 24 und 27, die gemäß
Wie insbesondere aus den Darstellungen in
Die durch die beiden Gittermastbaugruppen 24, 27 gebildete Transporteinheit 32 weist eine Transporteinheitbreite BTE von beispielsweise 1,72 m und eine Transporteinheithöhe HTE von beispielsweise 1,68 m auf. Die Transporteinheitbreite BTE ist kleiner als die Gittermastbreite BG. Die Transporteinheithöhe HTE ist kleiner als die Gittermasthöhe HG.The
Die Transporteinheit 33 umfasst die Gittermastbaugruppen 25, 26, die gemäß der Darstellung in
In den
Die entlang der Längsachse 14 versetzt ineinander angeordnete Lagerung der Gittermastbaugruppen 24 bis 27 in der Transportanordnung geht insbesondere aus der in
Der wesentliche Unterschied des Gittermaststücks 35 gegenüber den vorangegangenen Ausführungen besteht darin, dass das Gittermaststück 35 in allen Elementen baukastenförmig ausgeführt ist. Das bedeutet, dass das erzeugbare Gittermaststück 35 eine Vielzahl an beispielsweise zuvor einzeln erzeugten Gittermastbaugruppen aufweist, wobei ein einzelnes Rohr, wie beispielsweise ein Gurtelement 15, ein Nullstab 16 und ein Diagonalstab 30 und/oder die Kopfstücke 17 jeweils eine Gittermastbaugruppe darstellen können. Eine derartige Gittermastbaugruppe ermöglicht die Darstellung eines in seinen Abmessungen variierbaren Fachwerks, insbesondere einer offenen Stab-Fachwerk-Struktur. Es ist aber auch möglich, dass mehrere Stäbe und/oder Rohre zu Gittermastbaugruppen vormontiert zusammengefasst sind. Gemäß dem gezeigten Ausführungsbeispiel sind der Obergurt 36 und der Untergurt 37 jeweils als eine Gittermastbaugruppe ausgeführt. Der Obergurt 36 umfasst zwei in einer Horizontalebene angeordnete Gurtelemente 15. Jedes Gurtelement 15 weist an einem stirnseitigen Ende jeweils ein Kopfstück 17 auf. Die beiden Gurtelemente 15 sind in der Horizontalebene im Bereich der Kopfstücke 17 jeweils durch einen Nullstab 16 miteinander verbunden. Zwischen den Nullstäben 16 sind jeweils mehrere Diagonalstäbe 30 angeordnet.The main difference of the
Der Untergurt 37 ist analog dem Obergurt 36, insbesondere identisch dazu, ausgeführt. Für die Verbindung des Obergurts 36 mit dem Untergurt 37 sind in zwei parallelen Vertikalebenen jeweils zwei Nullstäbe 16 und jeweils vier dazwischen angeordnete Diagonalstäbe 30 angeordnet. Die in den Vertikalebenen angeordneten Stäbe 16, 30 sind jeweils an Befestigungslaschen 38 der Gurtelemente 15 angelenkt. Die Anlenkung an den Befestigungslaschen 38 erfolgt insbesondere durch Bolzen oder durch Schrauben. Die Befestigungslaschen 38 sind an den Gurtelementen 15 angeschweißt.The
Die den Obergurt 36 bzw. den Untergurt 37 bildenden Stäbe, insbesondere die Gurtelemente 15, die Nullstäbe 16 und die Diagonalstäbe 30 sind zur Bildung des Obergurts 36 bzw. des Untergurts 37 fest und insbesondere unlösbar miteinander verbunden. Beispielsweise sind die Stäbe einzeln miteinander verschweißt. Dadurch, dass die Gurte 36, 37 gemäß dem in
Es ist auch möglich, die in
Das Gittermaststück 41 umfasst vier sich entlang der Längsachse 14 erstreckende Gurtelemente 15, die an den Ecken eines rechteckförmigen Gittermastquerschnitts angeordnet sind. Gemäß
Für eine Transportanordnung des in
Es ist möglich, die Gurtelemente 15 des Gittermaststücks 41 durch zusätzliche, nicht dargestellte Diagonalstäbe und/oder Nullstäbe, beispielsweise analog dem Gittermaststück 35, miteinander zu verbinden. Es ist möglich, dass Gelenkelement 43 und/oder die Teleskopelemente 44 nach Einstellung eines erforderlichen Gittermastquerschnitts durch Nullstäbe 16 und/oder Diagonalstäbe 30 zu ersetzen. Das bedeutet, dass für den Aufbau eines Gittermaststücks 41 beispielsweise nur vier Gurtelemente 15, zwei Gelenkelemente 43 und acht Teleskopelemente 44 erforderlich sind. Sobald ein erforderlicher Gittermastquerschnitt hergestellt und die Gurtelement 15 mittels der Verbindungsstäbe 16, 30 miteinander verbunden und auf Distanz gehalten sind, können die beweglichen Elemente, also das Gelenkelement 43 und das Teleskopelement 44 zur Bildung neuer Gittermastquerschnitte verwendet werden. Die Verwendung der Nullstäbe 16 und/oder Diagonalstäbe 30 ermöglicht eine kostengünstige Bereitstellung des Gittermaststücks.It is possible to connect the
Im Unterschied zu dem Gittermaststück 41 weist ein Gelenktragwerk 46 des Gittermaststücks 45 ein zentrales Gelenkelement 43 und zwei oder vier daran angelenkte Gelenkstäbe 47 auf. Die Gelenkstäbe 47 sind derart gelenkig an dem Gelenkelement 43 angelenkt, dass sie in der in
Das Gelenktragwerk 46 stellt eine Gittermastbaugruppe dar mit einer Gittermastbaugruppenhöhe HBG und einer Gittermastbaugruppenbreite BBG.The
In
Das Überführen des Gittermaststücks 45 bzw. des Gelenktragwerks 46 von der Transportanordnung in
In der in
Das Gittermaststück 48 ist dem Gittermaststück 45 ähnlich, wobei das Gelenktragwerk 49 des Gittermaststücks 48 zwei Gelenkelemente 43 aufweist, die mittels eines Stabelements 50 miteinander verbunden und dadurch in einem definierten Abstand zueinander angeordnet sind. Das Stabelement 50 kann als Pendelstütze ausgeführt sein. Die Pendelstütze ermöglicht die Aufnahme von Druck- und Zugkräften entlang dessen Längsachse. Durch die Verwendung des zusätzlichen Stabelements 50 und einem weiteren Gelenkelement 43 ergibt sich eine erhöhte Gestaltungsfreiheit hinsichtlich der Ausführung des Gelenktragwerks 49 und dadurch für das Gittermaststück 48, insbesondere für dessen Gittermast-Querschnittsfläche. Insbesondere dient das Stabelement 50 zur Verriegelung des Gelenktragwerks 49. Das Gittermaststück 48 weist in einem verriegelten Zustand eine erhöhte Steifigkeit und dadurch zusätzliche Stabilität auf. Das Gittermaststück ist geeignet, um erhöhte Querkräfte aufnehmen zu können. Die Handhabung, insbesondere das Überführen von einer nicht dargestellten Transportanordnung in die in
Gemäß dem vorangegangenen Ausführungsbeispiel sind auch bei dem Gittermaststück 48 gemäß
Claims (11)
- Multi-piece lattice-mast section havinga. a longitudinal axis (14),b. a plurality of chord members (15) extending in the direction defined by the longitudinal axis (14),c. a plurality of connecting struts (16, 20, 30) each connecting together two adjacent chord members (15),d. a lattice-mast cross-sectional area oriented perpendicularly to the longitudinal axis (14), having a lattice-mast width (BG) and a lattice-mast height (HG), ande. at least two lattice-mast sub-assemblies (15, 16, 30, 36, 37; 15, 16, 30, 42; 15, 16, 30, 46; 15, 16, 30, 48) which are connected together releasably,the lattice-mast sub-assemblies (15, 16, 30, 36, 37; 15, 16, 30, 42; 15, 16, 30, 46; 15, 16, 30, 48) each being off. a width (BGB) which is less than the lattice-mast width (BG) and/org. a height (HGB) which is less than the lattice-mast height (HG), andthe connecting struts being solidly connected, in an operating position, to a chord member (15),
the lattice-mast section (35; 41; 45; 48) being constructed in a modular form,
characterised in that the lattice-mast sub-assemblies (15, 16, 30, 36, 37; 15, 16, 30, 42; 15, 16, 30, 46; 15, 16, 30, 48) are constructed in the form of chord members (15) able to be connected together individually, connecting struts each connecting together two adjacent chord members (15), and/or end-pieces (17) able to be mounted on the ends of the chord members (15). - Lattice-mast section according to claim 1, characterised in that the width (BGB) and height (HGB) of the lattice-mast sub-assemblies are of not more than the maximum dimensions permitted for transport on public roads.
- Lattice-mast section according to either of the preceding claims, characterised in that the width (BGB) of the lattice-mast sub-assemblies is not more than 4.0 m and the height (HGB) of the lattice-mast sub-assemblies is not more than 4.0 m.
- Lattice-mast section according to one of the preceding claims, characterised by zero-force struts (16, 20) and/or diagonal struts (30), forming connecting struts.
- Lattice-mast section according to one of the preceding claims, characterised in that the lattice-mast sub-assemblies (18, 19; 36, 37) are identical in construction.
- Lattice-mast section according to one of the preceding claims, characterised in that the lattice-mast sub-assemblies (18, 19: 24, 25, 26, 27) each form a half or a quarter of the lattice-mast cross-sectional area and in particular in that the width (BGB) of the lattice-mast sub-assemblies is not more than half and in particular not more than a quarter of the lattice-mast width (BGB) and in particular in that the height (HGB) of the lattice-mast sub-assemblies is not more than half and in particular not more than a quarter of the lattice-mast height (HGB).
- Lattice-mast section according to one of the preceding claims, characterised in that at least one lattice-mast sub-assembly is a top chord (36) or a bottom chord (37), the at least one lattice-mast sub-assembly (36, 37) having two chord members (15) and a plurality of connecting struts, and in particular diagonal struts (30) and/or zero-force struts (16, 20), which connect the two chord members (15) solidly, and in particular non-releasably, together.
- Lattice-mast section according to claim 7, characterised in that the lattice-mast sub-assemblies (15, 16, 30, 36, 37, 40; 15, 16, 30, 42; 15, 16, 30, 46; 15, 16, 30, 48) are connected together releasably and in particular by pins, bolts, a twist-lock joint or a bayonet joint.
- Lattice-mast section according to one of the preceding claims, characterised by an integral bar member (39) which has a central chord member (15) and two cuboids for connection (40) arranged at its ends.
- Lattice-mast section according to claim 9, characterised in that the cuboids (40) for connection have openings for connecting further bars or struts and/or an endpiece (17) to the bar member (39).
- Crane comprising a lattice-mast tower (2) having a lattice mast having at least one lattice-mast section (11, 12; 23; 35; 41; 45; 48) according to one of the preceding claims and/or comprising a lattice-mast jib (3) having a lattice mast having at least one lattice-mast section (11, 12; 23; 35; 41; 45; 48) according to one of the preceding claims.
Priority Applications (1)
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PL16151994T PL3028981T3 (en) | 2012-11-19 | 2013-11-11 | Crane and lattice mast section for a lattice mast of a crane of this type |
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DE102012221031.8A DE102012221031A1 (en) | 2012-11-19 | 2012-11-19 | Crane, lattice boom for such a crane and lattice boom for such a lattice boom |
EP13789308.7A EP2920103B8 (en) | 2012-11-19 | 2013-11-11 | Crane, as well as lattice piece for a lattice for such a crane |
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EP13789308.7A Division EP2920103B8 (en) | 2012-11-19 | 2013-11-11 | Crane, as well as lattice piece for a lattice for such a crane |
EP13789308.7A Division-Into EP2920103B8 (en) | 2012-11-19 | 2013-11-11 | Crane, as well as lattice piece for a lattice for such a crane |
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EP3028981A2 EP3028981A2 (en) | 2016-06-08 |
EP3028981A3 EP3028981A3 (en) | 2016-08-03 |
EP3028981B1 true EP3028981B1 (en) | 2017-09-13 |
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EP16151992.1A Withdrawn EP3028980A3 (en) | 2012-11-19 | 2013-11-11 | Crane and lattice mast section for a lattice mast of a crane of this type |
EP16151994.7A Revoked EP3028981B1 (en) | 2012-11-19 | 2013-11-11 | Crane and lattice mast section for a lattice mast of a crane of this type |
EP16151993.9A Active EP3040303B1 (en) | 2012-11-19 | 2013-11-11 | Crane and lattice mast section for a lattice mast of a crane of this type |
EP13789308.7A Active EP2920103B8 (en) | 2012-11-19 | 2013-11-11 | Crane, as well as lattice piece for a lattice for such a crane |
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EP16151993.9A Active EP3040303B1 (en) | 2012-11-19 | 2013-11-11 | Crane and lattice mast section for a lattice mast of a crane of this type |
EP13789308.7A Active EP2920103B8 (en) | 2012-11-19 | 2013-11-11 | Crane, as well as lattice piece for a lattice for such a crane |
Country Status (9)
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US (2) | US20150314995A1 (en) |
EP (4) | EP3028980A3 (en) |
CN (1) | CN104822619B (en) |
DE (1) | DE102012221031A1 (en) |
DK (1) | DK3028981T3 (en) |
ES (1) | ES2650989T3 (en) |
PL (1) | PL3028981T3 (en) |
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WO (1) | WO2014076031A1 (en) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102012221031A1 (en) | 2012-11-19 | 2014-05-22 | Terex Cranes Germany Gmbh | Crane, lattice boom for such a crane and lattice boom for such a lattice boom |
DE102014107813B4 (en) * | 2014-06-03 | 2017-02-23 | SCHADE Lagertechnik GmbH | Portal scraper with supporting structure based on a truss structure |
DE102017000525B4 (en) | 2016-02-10 | 2024-02-29 | Liebherr-Werk Ehingen Gmbh | Lattice piece element and lattice piece for crane boom |
JP7021474B2 (en) * | 2017-08-18 | 2022-02-17 | コベルコ建機株式会社 | Manufacturing method of lattice structure |
KR102022061B1 (en) * | 2017-11-24 | 2019-09-18 | 세호엔지니어링 주식회사 | Installation crane constructing method for the ocean structure construction |
DE102017223240A1 (en) * | 2017-12-19 | 2019-06-19 | Putzmeister Engineering Gmbh | Concrete pump mast arm segment with longitudinally variable plate thickness and method of making such a concrete pump mast arm segment |
JP6870692B2 (en) | 2018-05-18 | 2021-05-12 | コベルコ建機株式会社 | Lattice structures, lattice structure connectors, work machines, and connectors |
WO2019220881A1 (en) * | 2018-05-18 | 2019-11-21 | コベルコ建機株式会社 | Lattice structure, lattice structure coupling body, work machine, and connector |
DE202020104000U1 (en) * | 2020-07-10 | 2020-07-23 | Liebherr-Werk Ehingen Gmbh | Lattice piece, lattice boom and tool |
DE102020118256A1 (en) * | 2020-07-10 | 2022-01-13 | Liebherr-Werk Ehingen Gmbh | Dismountable lattice piece for crane boom |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4863044A (en) | 1987-12-30 | 1989-09-05 | Neil F. Lampson, Inc. | Latticework construction for cranes |
DE69408880T2 (en) | 1993-02-04 | 1998-07-30 | Manitowoc Crane Group Inc | Transport for a crane boom segment that can be split lengthways |
DE69812388T2 (en) | 1997-05-30 | 2004-02-05 | Mammoet Europe B.V. | HEAVY LIFTING DEVICE |
JP2007223699A (en) | 2006-02-21 | 2007-09-06 | Kobelco Cranes Co Ltd | Derricking member for construction machine |
NL1035078C1 (en) | 2008-02-26 | 2008-03-18 | Ale Heavylift R & D B V | Hoist and lifting device for greater loads to greater heights comprises at least one hoisting mast, to top of which are connected hoisting devices |
DE102006060347A1 (en) | 2006-12-20 | 2008-06-26 | Liebherr-Werk Ehingen Gmbh | Lattice piece for a mobile large crane and method for its erection |
EP2337904A1 (en) | 2008-10-22 | 2011-06-29 | Kemal Daas | Lattice framework |
DE102011108236A1 (en) | 2010-08-06 | 2012-02-09 | Liebherr-Werk Ehingen Gmbh | Lattice piece for use with drive, particularly power pack, for crane, particularly mobile crane, has four corner shafts and zero bars and diagonal bars connecting corner shafts |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2988180A (en) * | 1960-02-04 | 1961-06-13 | Moore Corp Lee C | Skeleton tower |
FR1470400A (en) * | 1965-02-23 | 1967-02-24 | Improvements to deoxidizing and anticorrosion products | |
DE1531236A1 (en) * | 1967-11-17 | 1970-01-22 | Kaiser Kg Maschf Otto | Dismountable supporting structure of a construction crane |
US3509677A (en) * | 1968-08-16 | 1970-05-05 | Byggeriets Maskinstationer As | Crane jib or mast |
DE2229318C3 (en) * | 1972-06-15 | 1981-10-29 | Liebherr-Werk Biberach Gmbh, 7950 Biberach | Tower crane |
US5230197A (en) * | 1985-08-16 | 1993-07-27 | Hart Garry R | Adjustable space frames |
FR2781535B1 (en) * | 1998-07-24 | 2000-08-25 | Potain Sa | ASSEMBLY DEVICE FOR METAL STRUCTURE MEMBERS |
WO2000053861A1 (en) * | 1999-03-09 | 2000-09-14 | Mammoet Decalift International B.V. | Frame structure for assembling a boom, hoisting or builder's crane, a bridge or the like |
FR2853891B1 (en) * | 2003-04-17 | 2006-05-19 | Potain Sa | DEVICE FOR THE DISASSEMBLY OF THE ELEMENTS OF A TOWER CRANE |
DE202004015072U1 (en) | 2004-09-28 | 2006-02-09 | Daas, Kamal | Lattice support structure |
NL1029406C2 (en) * | 2005-07-01 | 2007-01-04 | Itrec Bv | Module is for dismantlable hoisting crane and is couplable with other such modules to form hoisting crane arm |
DE202006014789U1 (en) | 2006-09-26 | 2008-02-07 | Daas, Kamal | Lattice support structure |
WO2008061000A2 (en) * | 2006-11-09 | 2008-05-22 | Parker-Hannifin Corporation | Pneumatic valve control assembly |
DE202008009282U1 (en) * | 2008-07-10 | 2009-11-12 | Daas, Kamal | Lattice structure with evacuation means |
DE202011002589U1 (en) * | 2011-01-18 | 2011-06-09 | B & K Braun GmbH, 76307 | Cross member and traverse |
DE102012221031A1 (en) | 2012-11-19 | 2014-05-22 | Terex Cranes Germany Gmbh | Crane, lattice boom for such a crane and lattice boom for such a lattice boom |
-
2012
- 2012-11-19 DE DE102012221031.8A patent/DE102012221031A1/en not_active Withdrawn
-
2013
- 2013-11-11 EP EP16151992.1A patent/EP3028980A3/en not_active Withdrawn
- 2013-11-11 EP EP16151994.7A patent/EP3028981B1/en not_active Revoked
- 2013-11-11 WO PCT/EP2013/073492 patent/WO2014076031A1/en active Application Filing
- 2013-11-11 PT PT161519947T patent/PT3028981T/en unknown
- 2013-11-11 CN CN201380059981.0A patent/CN104822619B/en active Active
- 2013-11-11 EP EP16151993.9A patent/EP3040303B1/en active Active
- 2013-11-11 ES ES16151994.7T patent/ES2650989T3/en active Active
- 2013-11-11 DK DK16151994.7T patent/DK3028981T3/en active
- 2013-11-11 EP EP13789308.7A patent/EP2920103B8/en active Active
- 2013-11-11 PL PL16151994T patent/PL3028981T3/en unknown
- 2013-11-11 US US14/443,869 patent/US20150314995A1/en not_active Abandoned
-
2017
- 2017-08-02 US US15/667,140 patent/US20170327353A1/en not_active Abandoned
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4863044A (en) | 1987-12-30 | 1989-09-05 | Neil F. Lampson, Inc. | Latticework construction for cranes |
DE69408880T2 (en) | 1993-02-04 | 1998-07-30 | Manitowoc Crane Group Inc | Transport for a crane boom segment that can be split lengthways |
DE69812388T2 (en) | 1997-05-30 | 2004-02-05 | Mammoet Europe B.V. | HEAVY LIFTING DEVICE |
JP2007223699A (en) | 2006-02-21 | 2007-09-06 | Kobelco Cranes Co Ltd | Derricking member for construction machine |
DE102006060347A1 (en) | 2006-12-20 | 2008-06-26 | Liebherr-Werk Ehingen Gmbh | Lattice piece for a mobile large crane and method for its erection |
NL1035078C1 (en) | 2008-02-26 | 2008-03-18 | Ale Heavylift R & D B V | Hoist and lifting device for greater loads to greater heights comprises at least one hoisting mast, to top of which are connected hoisting devices |
EP2337904A1 (en) | 2008-10-22 | 2011-06-29 | Kemal Daas | Lattice framework |
DE102011108236A1 (en) | 2010-08-06 | 2012-02-09 | Liebherr-Werk Ehingen Gmbh | Lattice piece for use with drive, particularly power pack, for crane, particularly mobile crane, has four corner shafts and zero bars and diagonal bars connecting corner shafts |
Also Published As
Publication number | Publication date |
---|---|
EP3040303A3 (en) | 2016-08-03 |
EP2920103A1 (en) | 2015-09-23 |
EP3028981A2 (en) | 2016-06-08 |
PT3028981T (en) | 2017-11-23 |
EP3028981A3 (en) | 2016-08-03 |
EP3028980A3 (en) | 2016-08-03 |
EP2920103B1 (en) | 2016-07-20 |
WO2014076031A1 (en) | 2014-05-22 |
CN104822619A (en) | 2015-08-05 |
US20170327353A1 (en) | 2017-11-16 |
ES2650989T3 (en) | 2018-01-23 |
DE102012221031A1 (en) | 2014-05-22 |
CN104822619B (en) | 2017-03-08 |
EP3040303B1 (en) | 2018-09-19 |
DK3028981T3 (en) | 2017-12-18 |
PL3028981T3 (en) | 2018-02-28 |
EP3040303A2 (en) | 2016-07-06 |
US20150314995A1 (en) | 2015-11-05 |
EP2920103B8 (en) | 2016-09-21 |
EP3028980A2 (en) | 2016-06-08 |
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