EP2900587A1

EP2900587A1 - Rotating tower crane

Info

Publication number: EP2900587A1
Application number: EP13737132.4A
Authority: EP
Inventors: Jacek Krupinski; Horst Zerza
Original assignee: Liebherr Werk Biberach GmbH
Current assignee: Liebherr Werk Biberach GmbH
Priority date: 2012-09-28
Filing date: 2013-06-25
Publication date: 2015-08-05
Anticipated expiration: 2033-06-25
Also published as: WO2014048516A1; EP2900587B1; DE102012019248A1

Abstract

The invention relates to a rotating tower crane comprising a tower which is rotatably mounted on a substructure supported on the ground and which supports a boom. The tower and/or the boom are braced by means of a bracing means. In particular, the invention relates to a bottom-rotating tower crane, wherein the tower sits on a rotating platform, which is mounted on the substructure in a rotatable manner about a vertical axis, and supports a preferably adjustable boom. According to the invention, the substructure is assembled from multiple substructure supports, each of which forms a container freight item. As a result of the modular assembly of the substructure from modules which form container freight items, the substructure can be transported on conventional container trucks. The tower and boom bracing means are designed such that the bracing means can remain reeved on the crane even during transportation, and the tower can be assembled and disassembled by means of a climbing device comprising a tiltable climbing shield with a hydraulic drive.

Description

Tower Crane

The present invention relates to a tower crane with a tower, which is rotatably mounted on a supported on the ground base and carries a boom, wherein the tower and / or the boom are braced by a guy. In particular, the invention relates to a so-called tower-type tower crane in which the tower is mounted on a revolving platform which is rotatably mounted about an upright axle on the substructure and carries a preferably adjustable boom.

Cranes have always been in the need to reach high lifting heights and thereby lift relatively high loads. More recently, the requirement has been added or become more important, the crane quickly build and dismantle and be able to transport in a simple way, as for certain construction projects or lifting tasks, a crane is only needed in the short term and is no longer used for months on the same site ,

For a crane power range with lifting heights of 100m, 160m and higher as well as payloads of 100t, 130t and heavier different crane systems can be used. The focus of this required This comes from the assembly of, for example, wind turbines whose development is increasing in size.

One of the possible crane systems for this application are so-called top-slewing tower cranes with a jib or jib, which operate on a standing tower and can be rotated relative to the tower around the longitudinal axis of the tower. The tower usually stands on an undercarriage with central ballast or on foundation anchors. Freestanding these cranes without Turmabspannung but limited in height. In order to enable use for high lifting heights, it is necessary that the tower can be supported horizontally at high altitudes towards the structure. However, this is difficult and often not possible depending on the construction or construction progress.

Another possible crane system for the stated purpose are so-called bottom-slewing tower cranes, which can be designed as a mobile crane, lattice boom crane with luffing or tower crane with an adjustable boom. The tower carrying the boom here is itself rotatable about an upright axis and stands on a revolving platform which is rotatably mounted about the said upright axle on a substructure or undercarriage. Such cranes usually have a bracing of the boom and / or the tower to the revolving stage, in order to stabilize the boom or the tower in addition and thereby achieve greater hook heights in freestanding crane. In addition to the fact that can be dispensed with a horizontal support to the building out, there is another significant advantage such Untendreher tower cranes with adjustable boom is that the crane is constructed at low hook height and then increased or extended depending on the required hook height of the tower can be climbed by tower pieces in the tower. The required mounting surface is very small.

However, this is not the case with mobile or crawler cranes with lattice boom, as the boom has to be mounted and laid down on the ground in its entire length before the boom is then released as a unit into the working position. can be rocked or raised. This requires a very large mounting surface.

On the other hand, the assembly times and also the transportability have been unsatisfactory or in need of improvement in the above-mentioned tower-type tower crane with adjustable boom so far. Erection and disassembly times of 3-4 weeks are quite common for a tower-type slewing tower crane with adjustable boom, but are only acceptable for construction site missions that go on for months. The transport of the crane is also difficult because the large transport dimensions and the very high individual weights of the crane parts require special transport.

For certain lifting tasks and applications, however, the service life of the cranes is very short. For example, for the construction of wind turbines, the operating time of the cranes is only 2-3 weeks, depending on the size of the wind turbine. This means that the time for the assembly and disassembly and the transport of the crane from one location to the next must be kept small, which can only be achieved with convenient assembly handling and easy-to-handle transport logistics. The assembly and disassembly should only take 2-3 days for such applications. Transportation should be possible with standard trucks.

For top slewing tower cranes has already been proposed to build the Katzausleger telescoping boom parts that can be transported in the telescoped state as container cargo, but still form a continuous track for the trolley in the assembled state with the lower straps, see. DE 10 2004 044 182 B4. In the case of the above-mentioned sub-rotter tower cranes, however, the transport problem so far consists less in the transportability of the jib parts, but in the transportability of the substructure, which has to carry the powerful revolving stage and the tower arranged on it and often often requires a special transport due to its dimensions. On the other hand, the adjustable bracing for the adjustable boom or for the tower so far difficult to assemble or disassemble, since the often multiple Einscherungen for the guy ropes must be inserted and removed. Also, the climbing device for climbing the tower pieces delayed in sub-rotators tower cranes assembly or disassembly and transport.

On this basis, the present invention seeks to provide an improved tower crane of the type mentioned, which avoids the disadvantages of the prior art and the latter further advantageously. In particular, a cost-effective turret tower crane is to be created, which can be assembled and disassembled and thus ready for use with minimal assembly handling in a very short time and whose transport dimensions and weights of its parts do not require any special transport.

According to the invention, said object is achieved by a tower crane according to one of claims 1, 9 and 7. Preferred embodiments are the subject of the dependent claims. To solve the problem mentioned is proposed to give the base of the tower crane a modular design and to design the components so that they can be handled and transported by conventional container conveyors and vehicles. According to the invention, the substructure is composed of a plurality of substructure girders, each forming a container freight item. Due to the modular structure of the substructure of container cargo modules forming the substructure can be easily transported on conventional container trucks, wherein the container freight pieces forming substructure are advantageously such that not only the maximum permissible vehicle width, but also the permissible transport weights or Axle loads are respected.

In an advantageous embodiment of the invention, said container cargo pieces themselves form a container unit which can be stacked or connected in a manner known per se with other standard containers. For this purpose, each of the above-mentioned substructure carriers can each be provided on the front side with container containers which are compatible with standard containers and can be designed with regard to its dimensions that the dimensions applicable to standard containers are complied with. As an alternative to forming the aforementioned container connection pieces on the substructure supports themselves, the invention can be provided in an advantageous development that a transport frame can be connected to the substructure supports at the front ends, for example by attachment to frontal coupling pieces, which can be provided on the substructure support the said transport frame each have container containers compatible with standard containers. Accordingly, a substructure can be converted by attaching two frontal transport frame to a container unit, which can then be transported in a conventional manner on a conventional container truck or moved with other container handling means. Such a convertibility to container units by the attachment of transport frame may be particularly advantageous if a substructure is composed of several pieces, for example, to be able to provide a standard container dimensions bordering sub-contractors. In this case, the connecting or coupling elements, by means of which two sub-carrier parts can be assembled and rigidly connected to each other, can be used simultaneously to install a said transport frame.

If, however, in an advantageous development, the container connection pieces are attached or integrated into the edge-side or end-side end sections of the substructure support itself, the disassembly and loading and thus the transport process can be accelerated once again since the installation of separate transport frames is eliminated.

In an advantageous development of the invention, the substructure consists of only three substructure girders, namely two longitudinal girders and a crossbeam connecting the longitudinal girders, each of which forms a container unit or can be loaded in the manner mentioned as a container unit. As a result, the entire substructure can be transported by only three container trucks. The connection between the cross member and the two side members can advantageously be done by bolts, which are advantageously hydraulically inserted and pulled, but optionally also driven in another way or can be manually switched on and knocked out. By bolting the substructure beams together a rapid assembly and disassembly can be combined with the necessary strength and safety.

Additional equipment, attachments or functional components of the crane, such as drive components, can be advantageously attached to the substructure supports mentioned. In an advantageous embodiment of the invention can be installed in one of the substructure, in particular in one of the longitudinal members, for example, a power unit for powering the crane and / or a hydraulic unit for actuating the locks or Verbolzungen in the substructure and / or substructure supports. Alternatively or additionally, a rotary drive for rotating the seated on the base turntable may be installed in said substructure or in another substructure, in particular the said cross member, optionally also a divisible turntable, which is connected via bolts or screws to the revolving stage, can be provided on the substructure.

In particular, the substructure girders, in particular the mentioned longitudinal girders, may be provided with bottom supports which can be retracted and extended between an extended working position and a retracted transport position located within the container freight item dimensions, wherein said bottom support preferably adjoins or projects into the substructure support at the front side retractable and movable away from it again end plate comprises, which forms a support plate, the end face in the transporting position end face plate and supported in the extended working position the substructure support on the ground.

The said floor support can basically be articulated in different ways to the substructure support or be movable relative thereto. In an advantageous embodiment of the invention, the ground support can pivotally attached to the bottom may be articulated, wherein advantageously an adjusting mechanism or a Abstützstellantriebvorrichtung may be provided by means of which or by means of which the ground support is automatically retractable and extendable and the sub-contractor can be leveled. In this case, by means of a pivoting suspension and associated pivot drive the frontal folding can be accomplished to the substructure and leveling done by means of a translationally displaceable mounting on said swivel linkage and an associated leveling drive.

In order to enable the crane when set up on the construction site, for example in a wind park from wind turbine to wind turbine, the substructure can be coupled with a vehicle or a drive car in an advantageous development of the invention, preferably such that the substructure can be placed on the traction drive and from this raised from the ground is movable, so to speak, to be transported piggyback. In an advantageous embodiment of the invention, the substructure for this purpose may have a total bridge-like structure, so that the transport vehicle, in particular a transport caterpillar, for moving the substructure under a spaced-apart from the bottom bridge part of the substructure is retractable. The aforementioned bridge part, which may be formed in particular by the aforementioned cross member of the substructure, which connects the two side members together, is in particular in the ground supported state of the substructure spaced from the ground so far that said dolly is retractable below, wherein the Dolly with the base can be releasably rigidly connected, for example, can be bolted.

On the one hand to allow the retraction under said bridge part, on the other hand, but to be able to lift the substructure from the ground, in principle a height-adjustable transport vehicle can be used, for example, a transport caterpillar with liftable and lowerable caterpillars. In an advantageous embodiment of the invention, the retraction under the bridge part and the release of the substructure from the ground, however, can also be done by the aforementioned height-adjustable ground support, which it achieved by height adjustment of the ground support allows to move in with the trolley under the bridge part, then by lowering, ie relative to the substructure to move up the ground support to sell the bridge part on the trolley and to achieve the necessary ground clearance by further upward driving the ground support. Conversely, to be able to release the trolley after the crane has been moved back from the substructure and to be able to drive out, the ground support can be moved down so far that said bridge part of the substructure is lifted from the trolley upwards.

The substructure of the substructure may be formed in an advantageous embodiment of the invention as a truss. As a result, a low weight can be achieved with the highest strength, which allows a road transport with conventional container trucks.

In order to further significantly shorten the disassembly or assembly time, according to a further advantageous aspect of the present invention, the bracing of the tower and / or the jib of the crane is designed such that the bracing or at least substantial parts thereof can remain on the crane during transport , In particular, the bracing is designed such that a guy rope does not have to be threaded out of the burglar bottles in order to be able to transport the crane. According to the invention, the bracing comprises at least one adjustable, single or multiple reeved bracing member having at at least one end of the bracing member a releasable from the guyed crane part Einscher bottle means, wherein a storage drum is provided for winding and storing the guy rope with dissolved bottle device, which storage drum a tower or boom part is arranged, on which the detachable bottle device opposite end of the guy rope and / or is deflected. In particular, said adjustable abutment part may comprise on one side a detachable, for example abolzba- ren bottle block, while the corresponding corresponding bottle block remains on another boom or tower part, on which a storage drum is arranged to the guy rope, by the Loosening the bottle block itself would flabby, to be able to wind up. As a result, the guy rope can be stowed for transport, without threading out the reeving or having to shear out the guy rope. Conversely, when mounting the crane, the guy rope does not have to be laboriously threaded into the bottles of the reeving.

The adjustable bracing can in this case basically be designed differently, for example, a separate boom bracing can be provided for the boom and a separate tower bracing for the tower. In a further development of the invention, however, the bracing for the adjustable boom can also be connected to the Turmabspannung, so that the forces are introduced from the boom bracing in the Turmabspannung and a load-dependent Turmabspannung is achieved. Depending on which load acts on the boom, there is a varying, load-dependent force in the tower bracing.

In order to allow for easy transport stowage of the tower and boom bracing, in an advantageous embodiment of the invention, a separation point between the cranes connected tower and Auslegerabspannungen provided, in particular in the area of a counter jib and / or in the area between a spire and a counter-jib , The end points of the connecting guy ropes can be advantageously attached to the disassembly on separate, possibly pivotable support arms, one of which is mounted on the tower top and the other on the counter-jib, so that for the transport state of the end point of the boom guy rope to the spire and the end point the Turmabspannseiles can be performed to the counter-jib.

In a development of the invention, the tensioning part forming the boom bracing can comprise a shear-off bottle device detachable from the boom, wherein the aforementioned storage drum can be arranged for storing the guy rope with the bottle device loosened for transport to a tower part, in particular the tower top. Accordingly, the guy rope of the Boom guy on the storage drum on the tower part or the spire are reeled up when the boom is broken off from the boom bracing. A Ausfädeln from the Einscherung or Einscher bottle device is not necessary for this.

Is in the aforementioned manner, the Auslegerabspannung connected to the Turmabspannung, after loosening the joint, the end of the boom guy rope can be placed on the said storage drum or attached thereto to wind up from this end the guy rope.

The tensioning part forming the tower bracing can in an advantageous development of the invention comprise a bottle device which can be detached from a revolving platform, so that the turret tensioning cable can be wound upwards when the revolving platform bottle is released. The storage drum provided for this purpose can be arranged on the counter-jib or a tower upper part, from which the counter-jib goes off. For example, the end of the tower guy rope separate from the service guy rope can be attached to said storage drum. In development of the invention, however, the storage drum for winding the Turmzugspannseils be formed by the Turmabspann-adjusting, which advantageously in the region of the counter-jib and / or on an upper tower part, from which the counter-jibs, can be arranged. The storage drum or Turmabspanntrommel keeps the Turmzugspannseil thus not only in the transport state, but also in the normal operating condition of the tower crane and allows it especially when connected tower and boom bracing to keep the Turmabspannseil in the desired length.

It thus advantageously also the Turmabspannseil remains in the sheared state when it is wound for transport on said storage drum or Turmabspanntrommel. The separate from the boom guy rope end of Turmzugspannseils can be easily struck on the counter-jib. In an advantageous embodiment of the invention, the arrangement of the hoisting rope or its shearing is such that the hoist rope can remain in the state of transport of the crane in the sheared state. The hoist rope, which can run off in a conventional manner single or multiple sheared from the jib tip can be struck in the intended operating condition of the crane with one end on the boom or there provided Einscherblock, while the other end on the boom and the tower for Tower foot or there or provided on the revolving hoist winch can be performed. In order to be able to stow the hoist rope from the reeving on the delivery arm without unthreading, the invention can be provided in an advantageous development that the end of the hoisting rope attached to the jib part or the cutting block can be loosened and fastened to a storage drum which is provided on said jib part is, from which the hoist rope runs off. On the other hand, the hoist rope is released from the hoist winch arranged on the revolving platform or another suitable location, so that the hoist rope can be rewound from the hoist drum to the said storage reel at the boom tip.

In order to accomplish the assembly and disassembly of the tower crane quickly and safely with easy-to-control means, according to a further aspect of the present invention, a climbing device for climbing tower pieces in the tower is provided on a tower guide part, in which the tower pieces are inserted is arranged and has an approximately parallel to the tower longitudinal axis and retractable climbing shield which is tiltably mounted about a tilting axis of the tower guide part such that the climbing shield on the tower is tilted away to and from the tower to with / from einkletternden tower piece in and to be disengaged. The climbing shield can by cyclically tipping back and forth and up the respective climbing tower piece stepwise or push piece by piece up until the respective tower piece is completely climbed up or is space for a new, einzubiebendes tower piece. In particular, after inserting a tower section into the tower guide piece, the climbing shield can be tilted or folded onto the tower section, so that the climbing wall can be tilted. terschild is in positive engagement with the tower section to then drive the climbing shield and thus the tower piece a bit up, then tipping the climbing shield down to drive down and back to the tower piece to perform the process again cyclically.

To keep the respective tower section and the tower resting on it vertical with vertical tilted climbing shield and secure against sliding down so that the climbing shield can follow, i. drive down and attack there again, the climbing device has in development of the invention, at least one Auflageraste for holding the tower piece at weggekipptem climbing shield, which can be advantageously designed as a rocker pivotally mounted about the same tilt axis as the climbing shield and the tower piece can be brought into engagement. In order to keep the tower piece stable and distribute the resulting pressure, a plurality of such Auflagerasten can be provided, which are advantageously mounted pivotably about the common tilting axis. The above Aufastasten each move into its engaged position when the climbing shield reaches its intended upper end position and approaches this, where appropriate, the climbing shield after snapping the Auflagerasten can be moved back a little way down to settle the tower piece so to speak on the Auflagerasten and only then tip over to continue down. If the climbing shield grips the tower section again and pushes it upwards a further distance, the aforementioned support buttons move into an out of engagement position so that the tower section can travel upwards a bit further.

In an advantageous development of the invention, the abovementioned support keys and the climbing shield engage the same engagement contours on the tower section, so that no two-sided engagement contours for the climbing shield and the support buttons are to be provided on the tower sections. Although the latter would in principle also be possible, ie separate engagement contours for the support button and separate engagement contours for the climbing shield, which can be best adapted to their respective task. In terms of a simple structuring of the tower pieces grab the Auflagerasten for holding the tower pieces in weggewiltip the climbing piece on the same engagement contours of the tower piece as the climbing shield itself.

The aforementioned engagement contours can in principle be designed differently, wherein they preferably act positively in the manner of a stop. In particular, the tower pieces may have on adjacent corner posts, in particular on the facing inner sides, engagement contours for the climbing board or the Auflagerasten, which are arranged in the tower longitudinal direction grid-like spaced from each other in order to climb the tower pieces stepwise upwards. The aforementioned engagement contours may be in particular stepped recesses and / or projections, wherein in an advantageous embodiment of the invention may be provided on the Eckstielinnenseiten projecting engagement cam.

In order to achieve a space-saving, compact but nevertheless stable design of the climbing device, the climbing shield can be moved up and down by means of at least one pressure medium cylinder which is advantageously rigidly connected to the climbing shield and tiltable together with the climbing shield around said tilting axis. Basically, in this case a single, preferably acting centrally on the climbing shield pressure cylinder be provided, which may be provided in a further development of the invention advantageously also two or more pressure cylinder, the arrangement can be made in particular such that the pressure cylinder attack laterally right and left on the climbing shield and are rigidly connected to the climbing shield, so that the pressure medium cylinder together with the climbing shield form a jointly tiltable unit, which allows by moving in and out of the pressure medium cylinder up and down the climbing shield.

In particular, said at least one pressure medium cylinder with its cylinder unit can be pivotably mounted on the tower guide piece about the aforementioned tilt axis of the climbing device, while the piston rod engages said climbing shield. To the already explained tilting movement on the tower to and from To enable tower away, attack in an advantageous development of a Stellaktor in the region of the collar of the pivotally mounted cylinder part, in particular with a longitudinal axis of the pressure medium cylinder unit transverse axis of action, so that the pressure medium cylinder unit are tilted back and forth about the tilt axis together with the attached climbing wall can. The said Stellaktor can basically be designed differently, for example a cable or a threaded spindle drive. In a preferred embodiment of the invention, the Stellaktor may be a preferably two-fold pressure cylinder, the pressure fluid actuated on and can be extended and attack on the one hand on the tower guide piece and on the other hand on the collar of the pressure cylinder for pushing out the climbing shield or a tipping bearing part associated with it.

Instead of the described pressure medium drive, it would also be possible in principle to operate the climbing shield by other drive devices up and down, for example via a cable mechanism with winch or a threaded spindle. By using a pressure cylinder for raising and lowering the climbing shield, especially in conjunction with the aforementioned tiltability, however, a particularly small-sized and easy-to-control climbing device can be created, which can be brought in and out of engagement in a simple manner.

In an advantageous embodiment of the invention, the arrangement is in this case made such that the pressure medium cylinder act substantially parallel to the tower longitudinal axis, in particular more or less directly on the outside of the respective tower section. In an advantageous embodiment of the invention, the said tilting axis can extend transversely to the longitudinal axis of the tower substantially directly on the outside of the tower section to be climbed, so that the pressure medium cylinders are subjected essentially exclusively to pressure or tension, but not to bending. The tower pieces of the tower are advantageously connected to one another by plug connections with each other, wherein the connectors can advantageously comprise retractable in the corner posts of the tower pieces locking pins. Advantageously, each tower piece at one end of the corner stems frontally projecting Einsteckbolzen include, while at the opposite end of the corner stems include insertion, which are fitted precisely to the locking pin. As a result, one of two tower pieces to be connected to one another can be inserted with said locking pins into the end-side recesses or the interior of the corner stems of the other tower section.

In an advantageous embodiment of the invention, said connectors comprise a locking device to lock the connectors in the insertion direction. For this purpose, advantageously transverse locking bolts can be provided, which are retractable transversely to the longitudinal direction of the corner handles in the corner handles and plug-in pins inserted therein. The mentioned transverse locking bolts can basically be actuated manually, but in an advantageous development of the invention, it can be activated and retracted by a third-party. The drive device for retracting and extending the transverse locking bolt can basically be designed differently, wherein in an advantageous embodiment of the invention, a pressure medium actuator may be provided in particular in the form of a hydraulic press, which can extend and retract the transverse locking pin.

In order to support the tower in crane operation, ie after climbing in the desired number of tower sections, in particular to absorb the vertical forces, in the invention, on the tower guide piece under the corner posts of the last tower section mobile tower support elements are provided which can be advantageously designed in the form of pivoting levers in order to be able to be pivoted from a climbing position, in which the said support element are positioned outside the envelope contour of the tower pieces einzukletternden in a support position in which the support element lie under the corner posts of the tower and / or within the envelope contour of the tower. The support elements can in this case be designed such that they are in the support position referred to two Support cross struts of the tower guide piece, which cross struts depart from a respective corner post of the tower guide piece, so that the respective support member so to speak, the corner of the tower section cuts off or bridged and supported on both sides.

Alternatively or in addition to the above-mentioned pivotable design of the supporting elements, a plug connection can be provided between said supporting elements and the corner posts of the last clambered tower section, in particular such that locking pins provided on the supporting elements enter the end-side recesses of the corner posts, for example such that the climbing device after pivoting the support elements, the tower a bit far away.

In an advantageous embodiment of the invention, said plug-in connection between the support elements and corner posts of the last tower section can be locked by a locking device. In particular, the aforementioned cross-locking bolts can be used for this purpose, by means of which two tower pieces are locked together. The transverse locking bolts on the bottom tower section travel transversely to the corner post longitudinal direction into the corner posts and the plug pins of the supporting elements inserted therein, so that the tower is securely locked on the tower guide piece.

In addition to the support elements mentioned, which absorb the vertical forces of the tower in crane operation, the tower in the tower guide piece is also guided laterally against tilting, advantageously provided at the edge of the tower guide piece sliding guide elements, on the one hand up or down pushing the tower pieces when climbing on the other hand, support the tower in crane operation transverse to the tower longitudinal axis on the tower guide piece.

In order to facilitate the climbing process, the insertion and removal of the tower pieces in the tower guide piece on the revolving platform of the crane, in the invention, a feed preferably hanging on the revolving platform of the crane and / or the tower guide piece are attached, which supply part extends in the intended operating position under the downwardly open tower guide piece. Said feed piece can in this case comprise a carriageway transversely to the longitudinal direction of the door and a transport carriage movable thereon, by means of which a tower section can be conveniently and precisely retracted under the tower guide piece, from where the tower section can then be clamped by the above-described climbing device.

The invention will be explained in more detail below with reference to a preferred embodiment and associated drawings. In the drawings show:

1 is a side view of a tower turn tower crane with adjustable boom in the described performance size,

Fig. 2: the crane of Fig. 1 in the smallest construction height. From this height, the crane can build itself,

Fig. 3: the necessary transport volume and transport weight of such

Crane. All components are transported in containers or as containers,

Fig. 4: the crane in the basic structure in conjunction with a transport caterpillar for

Moving the crane,

5 shows the crane substructure, consisting of only three containers, which are assembled with hydraulically swiveling outriggers,

6: one of the two containers with the extendable hydraulic support,

7: one of the two containers with the flow of the hydraulic support, 8 shows an overview of the various cable shafts of hoisting rope, adjusting cable and a guy rope in crane operation,

Hubseileinscherung in crane operation,

10: the storage of the hoist rope on a storage drum for transport with hooked hooks as a complete unit with the boom tip,

11: the storage of the hoist rope on a storage drum for transport with hooked hooks as a complete unit with the boom tip,

FIG. 12: the boom adjustment cable insertion in crane operation, FIG.

13 shows the storage of the boom adjustment cable on a storage drum for transport as a complete unit with the spire,

14 shows the storage of the boom adjustment cable on a storage drum for transport as a complete unit with the spire,

15 shows the course of the Turmabspannseiles in crane operation with a traveling role to a small Seilaufspulwinkel,

16: the storage of Turmzugspannseiles for transport with raised rope bottle as a complete transport unit of the counter-jib,

17 shows essentially the same design as FIG. 15 and FIG. 16, only without a traveling roller and thus with a larger cable winding angle,

FIG. 18 shows essentially the same design as FIG. 15 and FIG. 16, only without a traveling roller and thus with a larger cable winding angle, 19: the crane base with revolving platform and tower guide piece for the attachment of the device for climbing tower pieces,

Fig. 20: the means for introducing the tower pieces with roadway and

Transport trolley for attachment to the revolving stage or to the substructure for the climbing process,

FIG. 21 shows the device attached to the revolving platform or substructure, as shown in FIG.

20 described

FIG. 22: a tower section in the retracted position for the climbing process, FIG.

FIG. 23: an already bolted tower piece being climbed, FIG.

FIG. 24: another tower piece on the transport carriage for entering for a further climbing process, FIG.

25 shows the tower bolt connection, consisting of pin and housing with hydraulic bolt slide unit,

Fig. 26: the pivotable pins for the tower support in crane operation with locking in the swung-out state when climbing the tower,

FIG. 27: the pivotable pins for the tower support in crane operation with locking in the pivoted state before setting down the tower,

FIG. 28: the pivotable pins for the tower support in crane operation with locking after setting down the tower,

29: the beginning of the climbing process with the still retracted hydraulic presses, Fig. 30: the climbing step with max. extended hydraulic presses,

31: the bearing point of the climbing device with the support flaps for settling the tower for the next climbing step,

Fig. 32: the side view of the climbing unit with climbing shield, hydraulic presses and support flaps, and hydraulic press for the on and Ausschwenkvorgang the climbing unit, and

33 is a schematic representation of the climbing device with climbing shield,

Hydraulic cylinder for the climbing shield and support brackets in a side view in the direction of the tilt axis of the climbing device, wherein the partial views (a) - (e) show a climbing cycle with up and down and swinging back and forth of the climbing shield.

1 shows the crane in a possible built-up state with substructure 1, a revolving platform 2 constructed thereon with a container constructed transversely on the revolving platform, which contains the drives hoist winch 3 and boom adjusting hoist 4, as well as a part of the switchgear 5. Furthermore, a divisible rotary joint between the base 1 and the turntable 2 is arranged, as well as the rotating mechanisms 6. With the revolving stage, the tower guide piece 7, in which the climbing device is connected.

With a small mobile crane, the crane is set up to a basic construction height, see Fig. 2. Starting from this position, the crane tower can be climbed by climbing in pieces of tower 8 to its required operating height. At the upper end of the tower is a Anlenkstück 9, to which the spire 10, the boom 11 and the counter-jib 12 are attached. The counter-jib 12 is guyed to the tower top 13. The boom is adjusted by a cable shearing 14 by the Auslegerverstellwinde 4. The rope end 32 from the adjusting cable 27 is coupled with the cable end 33 of the Turmzugspannseiles 28. This results in a statically advantageous load-dependent Turmabspannung, see Fig. 8.

The Turmabspannung to the revolving stage can also be designed as Y-bracing, thereby obtaining an even better lateral stabilization of the tower.

The turret winch 16 is arranged on the counterjib 12 for transport reasons for maintaining the rope lintel. In the case of parallel multiple cable shunting between counter-jib and revolving platform, the necessary rope length for all tower heights is stored on the drum. For transporting the rope bottle 17 is released from the turntable 2 and the rope wound on the drum of Turmabspannwinde 16 until the rope bottle rests against the counter-jib and, if necessary, is attached.

If the bracing is designed as Y-bracing, rope drums are used with coupled or separate drive with two separate ropes, emanating from the center of the counter jib in the direction of the boom and at an expanding angle from the counter jib to the pulleys on the outsides of the transverse run on the turntable constructed drive container and continue to be led back to the fixed point on the counter-jib. The Y-brace can be designed as a single or multiple rope shearing and, if necessary, can be coupled to the boom bracing for static reasons.

Fig. 4 shows the crane with low hook height on substructure in conjunction with a caterpillar 18. In order to enable a quick transfer of the crane, for example in wind farms, the use of a transport crawler is advantageous if the local soil and terrain conditions allow. With a transport crawler, the transfer from one investment to the next is max. possible in one day. Without a caterpillar, it takes about 4 to 5 days to dismantle, transport and rebuild the crane. For the crawler transport, the crane is lowered to the smallest hook / tower height and a part of the counterweight is removed from the revolving platform to reduce the transport weight and to obtain a high level of stability during transport due to a low center of gravity of the crane.

The transport caterpillar can be moved independently by its own generator set and, for example, can be equipped with a platform and used to transport the tower sections and counterweight plates.

For the transport of the crane, the crawler is moved under the substructure 1 and hydraulically connected with bolts. Retracting the hydraulic crane support transfers the crane to the caterpillar and transfers it to the next site. After ballasting and climbing in necessary tower sections, the crane is ready for use again. The caterpillar can be used for other cranes when several of them are in use in the wind farm.

Fig. 5, 6 and 7 show the substructure of the crane. 5 shows the substructure in 3D representation in the assembled operational state.

The substructure is assembled from only three containers 19, 20 and 21. The connection between a cross member and two side rails via bolts, which are hydraulically inserted and pulled. In a side member 20, the power unit 22 is installed for the complete power supply of the crane, as well as the hydraulic unit 25 for all interlocks in the substructure area and for the hydraulic substructure supports, which are hydraulically swung out of the ends of the side members. In the substructure middle part are the slewing drives, as well as the divisible turntable, which is connected via bolts to the revolving stage.

FIG. 6 shows the support container 19 with the hydraulic swing-out support 23 and the support cylinder 24. All containers comply with the permitted ISO container dimensions, weights and integrated corner castings.

Fig. 7 shows the supporting process of the support container in four stages. Stage 1 Transport position of the container 19. The support is swung in and locked. Stage 2, container 19, start of swing-out operation of the support via power-assisted swing mechanism 23 (e.g., electric spindle, hydraulic press, etc.). Stage 3 shows the container 19 fully swung with support and the pivoting mechanism 23 is locked. Stage 4 shows container 19, this is to obtain a vertical axis of rotation of the crane, leveled by the support cylinder 24. The leveling process can also be done automatically by a leveling device.

In the previous Untendreher cranes, the time required for assembly and disassembly for the Seileinscherungen was considerable, since all the ropes were emaciated during disassembly and reevaluated during assembly, as they go through crane components that must be disassembled for transport.

A significant advantage of this invention is that a solution has been found which offers an excellent advantage for assembly and disassembly, that does not require shearing and repeated shearing of the ropes.

FIG. 8 gives a schematic overview of the various cables and their course through the crane construction, which will be described individually below.

The hoist rope 26 (see Fig. 9) extends from the hoist drum 3 on the revolving platform 2 via the counter-jib 12 to the tower top 10 and on to the jib tip 11, load hook 34 and load hook insertion 29 with fixed point 31 as a thimble on the jib tip. An advantageous possibility of the installation and removal of the rope is that a motor or manually driven storage drum 35 is fixedly arranged in the region of the cantilever tip (see Fig. 10). In this embodiment, the load hook 34 is first moved to the boom tip and fastened there and bolted over tabs or tethers. Thus, boom tip, load hook and storage drum with hoist rope are a transport unit (see Fig. 11).

The rope end with thimble 31 is released from the cantilever tip 11a and fixed to the storage drum 35 (see FIG. 11). Thereafter, the hoist rope 26 is rewound from the hoist drum 3 to the storage drum 35, but the load hook remains reeved and the rope end of the hoist drum is fastened before reaching the load hemming. This possibility is a faster installation and removal of the rope, as well as protection against contamination and rope damage.

The control of the storage drum is advantageously carried out directly in their vicinity.

The boom adjustment cable 27 extends from the adjusting winch 4 on the rotary platform 2 to the counter-jib 12 on to the tower top 10 and then into the adjustment cable recess 14 between the jib and the tower top. The rope end runs over the top of the tower and is coupled to the rope end 32 of the Turmabspannseiles 28, see description of Turmabspannseilverlaufs.

After the boom adjustment cable 27, as well as the hoist rope 26 passes through several crane components that are disassembled for transport, usually the rope must be sheared out and stored.

Again, the technique of Seilumspulung is applied to a storage drum 39 which is fixed in the spire 10, applied. In order not to have to scrape out the rope shearing 14 between the spire and the jib 41, after releasing the jib in an auxiliary installation bracing 40 Spannflasche 41 released from the bracing and guided to the foot of the spire and pulled with a driven storage drum 39 supported. The rope bottle 41 is fixed in the lower part of the spire. The end of the rope 32 (connection to the Turmzugspannseil) is released and attached to the storage drum 39. Thereafter, the rewinding of the rope from the Auslegerverstellwinde 4 to the storage drum 39. The rope end is released from the Auslegerverstellwinde, rewound on the auxiliary drum and secured before reaching the retracted pulley the Verstelleinscherung 14 in the spire. This rewinding can be done without Einziehseil only by manual guidance of the rope. The transport state is shown in FIG. 14.

The storage drum is controlled directly in the vicinity of the drum.

FIG. 15 and FIG. 17 differ only in that in FIG. 15 the turret winch 16 is arranged so that the rope length is substantially longer until the beginning of the tenter rope insertion 30 than in FIG. 17. This results in smaller deflection angles to the cable drum of the Turmabspannwinde 16, if this is necessary for the Seilspulung. But a traveling role for the cable guide 36 must be installed.

The Turmabspannseileinscherung 30 remains severed during disassembly and must not be removed.

This can be achieved in that the Turmabspannwinde 16 comes on top of the counter-jib 12 is used. The Turmabspannseileinscherung 30 extends from the Turmabspannwinde 16 in a pulley of the guy rope 30 between pulley block 37 on the counter-arm 12 and turntable 2. On the turntable is a rope bottle 17, which can be abgebolt from the revolving stage. Thus, when disassembling the rope bottle can be moved up to the counter-jib 12 and fixed there. This results in a compact transport unit consisting of counter-jib 12, Turmabspannwinde 16, tower tensioning cord insertion 30 with rope bottle 17, see transport units, FIGS. 16 and 18.

The end point 33 of the Turmabspannseiles is in the range of the counter jib and can be connected to the end point 32 of the Auslegerverstellseiles that runs over the spire 10, for crane operation. Both end points can be mounted for disassembly on separately pivotable additional support arms, one of which is mounted on the tower spars and the other on the counter-jib, so that for the transport state, the end point of Auslegerverstellseiles to the spire and the end of the Turmzugspannseiles can be pivoted to the counter-jib ,

In crane operation, the support arms are released from the ropes and the ropes connected via a Zugmessachse 38 for Seilzugmessung (see Fig. 8). The joint makes no longitudinal movement, since it is the rope ends.

By connecting the rope ends of the boom adjustment cable and the tower guy rope, we get a load-dependent tower guy. According to the occurring cables from the Verstellseileinscherung the Turmseileinscherung (strand number) must be set.

The bottom-slewing tower crane has the great advantage that the insert height is variable by the ability to climb tower pieces. Starting from the smallest assembly height, see Fig. 2, with a tower piece, the crane can e.g. be climbed to the height of Fig. 1. In order to enable this quickly, easily and without much handling there is a device for the introduction and climbing of the tower pieces. The introduction of the tower sections is described in FIGS. 19 to 24

19 shows the area of the crane with substructure 1, revolving platform 2, tower guide piece 7 with climbing device and tower element 8. 20 shows the device for the introduction of the tower sections, consisting of the carriageway 43 transport carriage 44 for retracting the tower sections 8, the bracket 45 for attachment to the revolving platform 2 or to the substructure 1 with a bracing 46.

Fig. 21 shows the attached device, which is ground-independent and thus ground-independent. The trolley 44 has a drive for moving the tower pieces. The tower section 8 is centered on the trolley 44 centered on congruent position to the tower or already climbed tower section.

Fig. 22 shows the congruent position of the retracted tower piece to the tower or already eingeeklettertem tower section 8. In this position, the tower 8 moves off via hydraulic presses until it rests on the tower section. The tower section is positively connected.

Fig. 23 shows the tower 8, which now lifts off the carriage 44 and climbs up until there is enough free space to put another tower section 8 on the carriage 44.

Fig. 24 shows the trolley 44, which has been moved back to the receiving position to receive another tower piece and retract this.

This process is repeated until the required tower height is reached. When removing the tower pieces, the process takes place in essentially the reverse order.

Due to the Turmabspannung and the co-rotating tower (sub-rotator), the Eckstielverbindung for the most part only subjected to pressure. The tensile forces, for example during assembly, storm from the front with drained boom, etc. are lower in relation to the compressive stress. Of the possible types of connection, such as fork / tab or screw etc. shows the usual bolted pin connection as the simplest, with the bolt or the train transmitted only train and the pressure on surface contact of Eckstielprofile done.

The four bolts 47 are usually arranged diagonally opposite each other in a parallel direction rotated by 90 ° in order to center the tower pieces relative to one another and to avoid their displacement on the bolt when the tower torque occurs. The bolts 47 are pushed in each case via a hydraulic press 48 and pulled to achieve a quick connection or release.

In the tower section, the tower section connecting pins 49 are located at the top and the housings 50 are located at the bottom. This facilitates the lowermost tower piece locking via pivotable pins 56 on the tower guide piece 7. The pivotable pins 56 are shown in FIGS. 26 and 27.

The non-detachable pin connection 51 to the corner post 52 is expediently formed with two pins 53 for centering the pin 49. For the detachable connection, a bolt is sufficient for locking.

In the tower guide piece 7 of the tower 8 is guided (see Fig. 24). This can be done via the corners of the corner posts 52 in the upper frame 54 and lower frame 55 of the tower guide piece 7 (see Fig. 29). The guide, not shown, can be done as a slide or guide rollers. Are all tower pieces 8 clamped, the tower on the lower guide frame 55 on pivoting pins 56, which are swung out during the Turmstückklettervorganges set and bolted.

FIG. 26 shows the swung-out pins 56. FIG. 27 shows the pivoted four pins 56. FIG. 28 shows the attached tower 8 with the hydraulic presses 48 for locking the tower bolts 47.

The comparison of climbing over ropes or hydraulic presses speaks in favor of hydraulic climbing. The rope entry with climbing bottle is not as easy and easy to implement in the climbing process as with hydraulic presses. When climbing with a cable sheave, the winch and the cable shears must be separated for transport. This results in a large assembly and disassembly effort.

The climbing process will thus be hydraulic with one or more presses, depending on the space required by the presses.

The climbing device in the tower guide piece 7 is due to the center of gravity of the weight to be climbed conveniently on the boom side of the tower, done in the vicinity of the center of gravity to obtain low tower torques and so facilitate the climbing process by low lateral load.

The climbing device is arranged between the tower guide piece 7 and tower 8 and executed as an example because of low space requirement with two hydraulic presses 57, it could also be climbed with a centrally located hydraulic press.

Figs. 29 to 32 show the upstanding piston rods of the hydraulic presses 57 are connected to a climbing shield 58 to each other. The climbing shield 58 engages inside the Eckstiel 52 lying climbing cam 59 and the climbing shield has additional supports 60, which are supported on the corner post 52 and thus establish a fixed connection to the tower section 8. There is no moment on the hydraulic presses 57 in this position. The hydraulic presses are parallel to the tower section and can thus be extended and retracted. The hydraulic press unit is rotatably mounted with the press foot at the lower bearing point 61. Around this fulcrum, the entire climbing unit is pivoted in and out with an additional hydraulic press 62 for the climbing process. To settle the tower for the next Climbing step are two flaps used. These flaps are mounted on the same axis of rotation of the press 57. This system makes climbing and dismounting easy.

The climbing process is as follows:

In the starting position, the tower 8, guided in the tower guide piece 7, with the climbing cam 59 belonging to the tower, rests on the support flaps 63, see FIG. 32.

The complete climbing device, consisting of hydraulic presses 57 with climbing shield 58 is swung out by the hydraulic press 62, which is arranged between the tower guide piece and climbing device and fully retracted, see Fig. 32. After swinging the climbing device, the hydraulic presses 57 are completely retracted. In this position, the entire climbing device is now pivoted back again by extending the hydraulic press 62. By renewed extension of the hydraulic presses 57, the climbing shield 58 engages the climbing cam 59 and pushes the tower 8 by a press stroke, see Figs. 29 and 30. During This operation, the support flaps 63 are swung out and are now swung back, this can be done manually or by hydraulic presses. By driving off the tower 8 this is sold on the climbing cam 59. The climbing shield releases from the cams and the entire climbing device is swung out again by retracting the hydraulic press 62. The hydraulic presses 57 are retracted completely and then swung back in with the hydraulic press 62. From this position, the next lifting operation takes place in the same sequence as previously described. When climbing off the process takes place almost in reverse order. With this system, an automatic climbing would be possible with appropriate design of the controller and their monitoring. The main advantage of this climbing device over existing hydraulic climbing equipment is that the hydraulic presses 57 have a rigid connection to the climbing shield 58. This is made possible by the fact that the climbing presses parallel to the tower in the climbing Operation are arranged and by the fixing support 60 of the climbing shield 58 to the tower 8 no bending moments in the hydraulic presses occur when climbing. The complete climbing device can also be pivoted in and out around the lower press bearing point 61 by supporting the hydraulic press 62. This allows a simple and safe climbing process, which can be additionally monitored via safety devices.

Claims

claims

1 . Tower crane with a tower (80) which is rotatably mounted on a base supported on the ground (1) and carries a boom (11), wherein the tower (80) and / or the boom (1 1) by a bracing (90) are braced, characterized in that the substructure (1) consists of several, each container freight pieces forming substructure supports (19, 20, 21) is composed.

2. Tower crane according to the preceding claim, wherein the substructure girders (19, 20, 21) each frontally with container containers compatible to Normcontainerern (100) provided and / or connectable and / or each form a connectable with standard containers container unit.

3. Tower crane according to one of the preceding claims, wherein the substructure (1) of three substructures (19, 20, 21), namely two longitudinal beams (19, 20) and a longitudinal beam (19, 20) connecting the cross member (21) is assembled ,

4. Tower crane according to one of the preceding claims, wherein the substructure beams (19, 20, 21) are each formed as a truss.

5. Tower crane according to one of the preceding claims, wherein at least one of the substructure support (19, 20) is provided with at least one bottom support (23), which is between an extended working position and a retracted, lying within the container cargo dimensions transport position and retractable, wherein said bottom support (23) preferably comprises an end face on / from the substructure support (19, 20) extendable and retractable end plate (110), which forms the substructure support (19, 20) end face end plate in the transport position.

6. tower crane according to the preceding claim, wherein the ground support (23) is pivotally articulated to the substructure support (19, 20) and / or a Abstützstellantriebvorrichtung (120) for automatically extending and retracting the Bodenabstützung (23) and leveling the Unterbauträgers (19 , 20).

7. Tower crane according to one of the preceding claims, wherein the substructure (1) comprises a supported on the ground state of the substructure (1) spaced from the ground bridge part (21), under which a trolley (18), in particular a transport caterpillar, for converting the Substructure (1) is retractable, which transport carriage (18) with the substructure (1) releasably rigidly connectable, preferably rotatable, is.

8. tower crane according to the preceding claim in conjunction with claim 5 or 6, wherein the substructure (1) by height adjustment of the ground support (23) on the trolley (18) deductible and from the trolley (18) can be lifted.

9. tower crane according to the preamble of claim 1 or one of the preceding claims, wherein the bracing (90) at least one adjustable Ren, sheared-tensioning part (91, 92) with at least one single or multiple reeved guy rope comprises at least one end of the Abspannungsteils (91, 92) of the guyed crane part detachable Einscher bottle means (41, 17), wherein a storage drum (39, 16) is provided for winding and storing the guy rope when the bottle device (41, 17) is released, which storage drum (39, 16) is arranged on a tower or jib part on which the detachable bottle device (41, 17 ) opposite end of the Abspannungsteils and / or is deflected.

10. Tower crane according to the preceding claim, wherein on the Turmoder boom part, on which the storage drum (39, 16) is provided, with the releasable bottle means (41, 17) cooperating, opposite bottle means (14, 30) is provided, the the Turmoder boom part remains, so that the tensioning part (91, 92) in the sheared state with two remaining on a common boom part bottle means (41, 14, 17, 30) by rolling the guy rope on the associated storage drum (39, 16) is stowed.

11. Tower crane according to one of the two preceding claims, wherein a bracing (150) forming Abspannungsteil (91) comprises a boom of the (11) releasable bottle means (41), wherein the storage drum (39) on a tower part, in particular a spire (10 ) is arranged.

12. Tower crane according to one of the preceding claims, wherein the one Turmabspannung (140) forming Abspannungsteil (92) of a Turmfußteil and / or a revolving stage (2) releasable bottle means (17), wherein the storage drum (16) of this Abspannungsteils (92 ) is arranged on a counter-boom part (12) or a tower top.

13. tower crane according to the preceding claim, wherein the storage drum (16) for Turmabspannung (140) is formed by a Turmabspanntrommel for adjusting the Turmabspannung and / or the storage drum (16) holds the Turmabspannseil also in the intended working condition of the tower crane.

14. tower crane according to any one of the preceding claims, wherein a boom part (11 a) from which a hoist rope (26) runs shaved, a Hubseil- storage drum (35) for storing the reeved for crane transport remaining hoisting rope (26) on said boom part (11a), wherein the hoist rope (26) by releasing a Hubwindentrommel (3) and / or attaching one of the Hubwindentrommel (3) opposite end of the hoisting rope (26) on the Hubseilspeichertrommel (31) of the Hubwindentrommel (3) on the Hubseilspeichertrommel (31) is rewindable.

15. Tower crane according to one of the preceding claims, wherein in crane operation interconnected tower and Auslegerabspannungen (140, 150) are provided between which a releasable for transport separation point (160) is provided, preferably in the region of a counter-jib (12), in particular in the area between the counter-jib (12) and a spire (10) is provided.

16. tower crane according to the preceding claim, wherein the cable at the separation point (160) lying end of the Auslegerabspannung (150) for transport to a tower tip (10) arranged storage drum (39) is windable and / or at the separation point (160 ) lying end of the tether of the Turmabspannung (140) with dissolved separation point for transport on the counter-jib (12) can be stopped and / or on a provided on the counter-jib (12) storage drum can be rewound.

17. Tower crane according to the preamble of claim 1 or any one of the preceding claims, wherein a climbing device (170) for climbing of Tower pieces (8) on a tower guide part (7) is provided, which climbing device (170) approximately parallel to the tower longitudinal axis (180) up and down climbing rocket (58) which is tiltably mounted about a tilt axis (61) on the tower guide part (7) is such that the climbing shield (58) on the tower (80) and tilted away from the tower (80) and can be brought into and out of engagement with a piece of tower (8) to be climbed.

18. Tower crane according to the preceding claim, wherein the climbing device (170) is arranged in the interior of the tower guide part (7) between the tower guide part (7) and the respective tower piece (8) to be climbed.

19. Tower crane according to one of the two preceding claims, wherein the climbing shield (58) by means of at least one pressure cylinder (57) up and down, which rigidly connected to the climbing shield (58) and together with the climbing shield (58) about said tilt axis (61) is tiltable.

20. tower crane according to the preceding claim, wherein the pressure medium cylinder (57) with its cylinder part (57 a) about the tilt axis (61) tiltably mounted on the tower guide member (7) and with its piston rod (55) with the climbing shield (58) is connected wherein the cylinder part (57a) in the region of its collar is connected to a tilt cylinder (62) which is supported on the tower guide part (7) and the climbing device (170) including pressure medium cylinder (57) and climbing shield (58) around said tilt axis ( 61) tilted.

21. Tower crane according to one of the preceding claims, wherein the tilting axis (61) of the climbing device (170) transversely to the door longitudinal axis (180) in the region of the outside of the tower pieces (8).

A tower crane as claimed in any one of the preceding claims, wherein the climbing means (170) comprises at least one bearing key (63) for holding the tower sections (8) with the climbing turret (58) tilted away, which support button (63). designed as a rocker arm, about the tilting axis (61) of the climbing shield (58) pivotally and with the respective tower part to be installed (8) is engageable.

23. tower crane according to the preceding claim, wherein the Auflageraste (63) with the same engagement contours on the tower pieces (8) as the climbing shield (58) is engageable.

24. Tower crane according to one of the preceding claims, wherein the tower pieces (8) on two adjacent Eckstielen (52), preferably on the mutually facing inner sides, engagement contours, preferably projecting climbing cams (59), having an engagement contour of the climbing shield (58). by tilting the climbing shield (58) about its tilting axis (61) can be brought into positive engagement.

25. tower crane according to one of the preceding claims, wherein on the tower guide member (7) under the corner posts (52) of a last climbed tower section (8) mobile tower support pieces (56) for holding the tower (80) in Turmlängsrichtung (180) are provided in crane operation ,

26. tower crane according to the preceding claim, wherein the tower support pieces (56) are designed as pivoting levers which are pivotable about an axis to the door longitudinal axis (180) approximately parallel axis under the corner posts (52) of the tower pieces, and / or retaining bolts which in the Corner stems (52) of the last climbed tower piece are retractable.

27. Tower crane according to one of the preceding claims, wherein the tower pieces (8) of the tower (80) by plug connections (190) are connectable to each other, which plug connections (190) provided on a tower piece locking pins (49), of the Eckstielen (52 ) projecting from said one tower piece on the front side and can be inserted into the corner posts of another tower part to be connected thereto, wherein The other transverse tower pieces are provided with transverse locking bolts which can be moved into the corner posts (52) and the plug pins (49) inserted therein, wherein a drive device, in particular in the form of a hydraulic press (48), is preferably provided for actuating said transverse locking bolts.

Tower crane according to the preceding claim in conjunction with claim 25 or 26, wherein said transverse locking bolts are also in locking engagement with the tower retaining pieces (56) which hold the tower (80) vertically in crane operation.