Crane with derrick ballast

Abstract

To change the weight of a derrick ballast in a simple, fast and flexible manner.SOLUTION: A derrick ballast 20 comprises at least two ballast element groups 25 which may be stacked on top of each other and a cross member 30 connected to the derrick boom 18 by a ballast bracing 19 and connected to the upper rotating body by guides 11. According to the present invention, the cross member may be connected to the stack of the ballast element group by at least one retaining element. The retaining element has first connection means for removably connecting the retaining element to second connection means of the ballast element group composing the stack, and may be connected to a part of the stack of the ballast element group composing the stack by moving the retaining element and / or the cross member with respect to the unconnected stack.SELECTED DRAWING: Figure 1

Description

[Technical Field]

[0001] The present invention relates to a crane according to the preamble of claim 1 and to a derrick ballast for such a crane. [Background technology]

[0002] This type of crane, also known as a derrick crane, typically has a crawler chassis. With additional derrick ballast, these cranes are configured to lift and move particularly heavy loads. In these cranes, the main boom (hereinafter referred to as "boom," typically a lattice boom) and derrick boom are connected to each other by an adjustable luffing boom. This derrick boom is typically connected to an adjustable A-frame on the upper rotating bed by derrick bracing. By adjusting the A-frame, the tilt of the derrick boom relative to the upper rotating bed can be adjusted for assembling and dismantling the derrick. During crane operation, the angle of the derrick boom generally remains constant. The luffing movement of the main boom is achieved by adjusting the luffing rope between the boom and the derrick boom.

[0003] The moment that the boom exerts on the boom system due to the load it is carrying must be absorbed by the derrick boom. In addition, the entire "crane" system must remain stable. This means that the overall center of gravity must be at the tilting end. When lifting heavy loads, this is not possible with the upper bed ballast alone. For this reason, derrick ballast is required as additional ballast. This is connected to the free end of the derrick boom by a ballast bracing with a variable length. The length of this ballast bracing can be adjusted, for example, using a hydraulic tension cylinder.

[0004] Derrick ballasts of the catenary ballast type or of the ballast carrier type that can be moved on the floor with stacked ballast elements are known from the prior art. Catenary ballasts can generally assume two modes of operation: they can be placed on the floor or they can be suspended on ballast bracings of variable length. These two states usually depend on the load moment to be absorbed.

[0005] The horizontal distance between the axis of rotation of the superstructure or upper rotating body and the center of gravity of the derrick ballast is called the ballast radius. With catenary ballast, the ballast radius can be adjusted either by tilting the derrick boom or by a guide between the rear of the upper rotating body and the catenary ballast.

[0006] A large amount of ballast is required to raise a long boom system. Once raised, the crane generally requires less ballast for a given load. A drawback of catenary ballast is that the crane or upper bed can only be rotated and moved, or the catenary ballast changed, when the derrick ballast is lifted off the ground. However, this condition can only be achieved if the system is balanced with a certain load on the hook. The larger or heavier the catenary ballast, the greater the minimum load that must be applied to the hook. Depending on the configuration, a certain minimum load must be applied to the hook to prevent the catenary ballast from falling to the ground. As long as the required minimum load on the hook is greater than the hook weight including the lifting equipment, the catenary ballast must be lowered when this load is removed from the hook. It is no longer possible to rotate or move the crane or change the catenary ballast. This situation can severely limit or complicate lift planning. Summary of the Invention

[0007] The present invention is therefore based on the object of providing a solution for adapting such derrick ballast in an easy, fast and flexible manner so that lifting operations can be carried out. In particular, it should be possible to change the weight of the derrick ballast in an easy, fast and flexible manner.

[0008] According to the invention, this object is achieved by a crane having the features of claim 1 and a derrick ballast having the features of claim 15. Advantageous embodiments of the invention can be taken from the dependent claims and the following description.

[0009] Therefore, a crane is proposed that includes a lower carrier, a rotating upper carrier rotatably mounted on the lower carrier, a boom connected to the rotating upper carrier for hoisting, a derrick boom articulated to the rotating upper carrier, a guide connected to the rotating upper carrier, and a derrick ballast. The lower carrier may be particularly movable and have a crawler chassis. The boom is supported by a derrick boom, preferably by the aforementioned variable-length hoisting boom. The derrick boom is preferably connected to an adjustable A-frame of the upper carrier by a derrick rigging system. The derrick boom may be connected to the A-frame, which is permanently connected to the upper carrier by a derrick rigging system, particularly a variable-length hoisting cable. The derrick ballast is particularly configured as a float ballast.

[0010] The derrick ballast comprises at least two stackable ballast elements, preferably in the form of plates, and a cross member connected to the derrick boom by ballast bracing and to the upper bed by the aforementioned guide. The guide connecting the derrick ballast to the upper bed has a variable length, which can be changed, for example, by an actuator. This makes it possible to change the ballast radius and thus the maximum allowable load, also in the ballasted state.

[0011] According to the invention, the cross member can be connected to the stack of ballast elements by at least one retaining element, preferably by several retaining elements. For example, a cross member can thus represent a ballast frame that can carry partial ballast of a derrick ballast. When the term "retaining element" is used below, this refers to at least one retaining element, i.e. it always includes the case of several retaining elements.

[0012] According to the invention, the retaining element comprises first connecting means for releasably connecting the retaining element to second connecting means of the ballast element group of the stack, and is configured so that the retaining element can be connected to a part of a stack of the ballast element group of the stack by moving the retaining element and / or the cross member, for example, relative to the unconnected stack placed on the ground.

[0013] In other words, the cross member or retaining element(s) may be detachable from the stack of ballast elements, e.g. after it has been placed on the ground, and the retaining element(s) may then be reconnected to some ballast elements of the stack, or to the bottommost ballast element of the stack, so that the stack now held by the cross member is smaller than the previous stack (and therefore represents only a portion of the stack). This makes it possible to reduce the weight of ballast lifted by the cross member. Of course, the reverse is also possible. A portion of the lifted stack may be placed on top of another portion of the ballast elements, which will be disconnected from the retaining element(s) and establish a connection with a larger stack than before. This makes it possible to increase the weight of ballast lifted by the cross member.

[0014] This makes it possible to optimize the catenary ballast for a performed or planned lift at any time without additional auxiliary machinery (e.g. an auxiliary crane).The limitations of known catenary ballasts described in the introduction are significantly reduced by the solution according to the invention, and the planning scope in project planning of a lift is significantly increased.

[0015] The solution according to the invention thus provides an autonomously and variably mountable suspension ballast, where in particular the term "autonomously" is understood as "can be used without auxiliary devices" and the phrase "variably mountable" is understood as "any mounting within the range of a given ballast unit".

[0016] A part of the stack may consist of any number of ballast elements from the original stack, and in the simplest case, only the topmost ballast element of the stack may be connected to the retaining element, since even one ballast element may be considered part of the stack.

[0017] The at least one holding element may be removably connected to the ballast element, for example, by means of a bolted connection, a screw connection, a hook connection, a holding claw, a fixing clamp, a sliding bolt, a connecting wedge, a fixing cylinder and / or a connecting tube. Any combination of the above-mentioned connecting means is also conceivable. A particularly simple solution results from using a bolted connection.

[0018] In a possible embodiment, the derrick ballast comprises at least four retaining elements. Preferably, the cross-member has exactly four retaining elements in order to minimize the complexity of the structure and the effort involved in changing the ballast. However, devices with more than four retaining elements are also conceivable. Preferably, the second connection means are arranged on the sides of the ballast elements. In a preferred embodiment, the retaining elements are arranged in the region of the four corners or at the four corners of the cross-member in a plan view and can be connected to the second connection means arranged on the sides of the ballast elements.

[0019] In a further possible embodiment, it is provided that the holding element is adjustably mounted on the cross member. Preferably, the holding element is mounted on the cross member so that it can be moved vertically. The term "vertical" refers to the case where the crane is standing on a flat, horizontal surface. Preferably, the holding element can be fixed in at least two different positions on the cross member by fixing means. The fixing elements can be bolts.

[0020] This solution makes it possible to change the position of the first connection means relative to the cross-member and / or relative to the attachment points of the ballast bracing and guides on the cross-member, for example. This may have the effect that different combinations of ballast elements or parts of stacks of different sizes can be connected to the retaining element by adjusting the retaining element in order to change the weight of the derrick ballast. The retaining element may project downwards from the cross-member, for example so that it hangs downwards (as in the case where the retaining element is or comprises a chain).

[0021] Alternatively or additionally, it may be possible to change the position of the first connection means relative to the detached ballast elements, which may be lowered to the ground, by lifting the cross-member using guides so that a different number of ballast elements can be connected to the retaining element. In this case, the retaining element may be fixed to the cross-member, i.e. not adjustable.

[0022] In a further possible embodiment, it is provided that the holding element is configured as or comprises a tie rod. This may be understood to mean any element that is configured for transmitting tensile forces, for example a tube, rod or bar, which may be made of steel or a fiber composite material, for example. Preferably, the tie rod is oriented vertically. Preferably, the first connection means are arranged longitudinally along the tie rod, i.e., they may form, for example, a linear arrangement.

[0023] By adjusting the retaining element, the first connection means thus move relative to the ballast plates or their second connection means, so that different first connection means can be connected to different second connection means and the number of ballast elements in a portion of the stack connected to the cross member can be changed. Alternatively, only one ballast element (particularly the bottommost ballast element of a nested stack) may be connected to the retaining element, so that by adjusting the retaining element, the first connection means can be brought into overlapping or engagement with the second connection means of another ballast element.

[0024] In a further possible embodiment, it is provided that in order to removably fasten the retaining element to the cross member, preferably in order to connect the retaining element to the second connecting means of the ballast element group using similar (i.e. identically configured) fastening means, said fastening means can be brought into an engaging state with the first connecting means of the retaining element.

[0025] In a further possible embodiment, it is provided that the fastening means are configured as bolts or screws, and that the first and / or second connecting means comprise holes for receiving said bolts or screws. In the simplest case, the first and second connecting means are bolt holes and the fastening means are bolts. Here, such bolts are also used to bolt the holding elements to the ballast elements of some of the stacks. However, instead of bolts, other fastening means can also be used, such as slide bolts, screws, or a combination of these means.

[0026] In further possible embodiments, it is provided that the retaining element is configured as a chain or rope or comprises such a chain or rope. The retaining element can be a combination of tie rods and / or chains and / or ropes. Alternatively or additionally, the retaining element can comprise or be configured as at least one fiber composite element. Furthermore, the retaining element can be or comprise a pull tab.

[0027] In a further possible embodiment, it is provided that the derrick ballast is configured such that the cross member is preferably substantially rectangular in plan view and the ballast elements attached to the cross member are located below the cross member. The ballast elements are also preferably substantially rectangular when viewed from above, and preferably four retaining elements are arranged at the corners of the cross member, so that the ballast elements are retained at four points on the cross member. This provides a stable and safe attachment of the ballast elements to the cross member.

[0028] In further possible embodiments, it is provided that the retaining element and / or the cross-member is or comprises a steel structure, in particular a sheet metal and / or tubular structure, or a sheet metal and / or tubular framework structure. Likewise, embodiments of the retaining element and / or the cross-member (or at least parts thereof) as a casting and / or as an element manufactured by additive manufacturing or 3D printing are conceivable. The cross-member can be made completely or partly of fiber composite material. This reduces its own weight while at the same time providing high stability.

[0029] In a further possible embodiment, it is provided that the derrick ballast comprises a ballast base plate on which further ballast elements are stored and / or stacked. The cross-member with the ballast elements attached thereto by at least one retaining element in particular represents a portion of the ballast of the overall derrick ballast, which portion of the ballast can be separated from the rest of the derrick ballast, in particular from said ballast base plate, preferably used as suspended ballast. The cross-member can be removably connected to the ballast base plate, in particular by a bolted connection, regardless of whether ballast elements are attached thereto (i.e. loaded or unloaded).

[0030] This allows for flexible modification of the size of the derrick ballast "in use." For example, when assembling a boom, if a particularly large ballast moment is required, or for lifting operations with particularly large loads, the entire derrick ballast can be used (i.e., the cross-member with the ballast elements attached to it is connected to the ballast base plate, and further ballast elements are stored in the ballast base plate). For lifting operations with smaller loads, the cross-member can be separated from the ballast base plate and used as a smaller suspended ballast, with the complete stack or a portion of the stack of ballast elements. The remaining derrick ballast (i.e., the ballast base plate with the other ballast elements) remains on the ground during the lifting operation. If necessary, the portion of the ballast with the cross-member can be reconnected to the ballast base plate.

[0031] Data recorded by the assistance systems and / or sensors can be used to facilitate the connection process, which requires the precise location of the cross-member relative to the ballast base plate. For example, using movement data recorded from crane movements and gear rotations, and / or using GPS data from one or more GPS modules, the precise location of the cross-member on the ballast base plate can be obtained. Such GPS modules can be located, for example, on the upper bed, the cross-member, and / or the ballast base plate.

[0032] In a further possible embodiment, it is provided that the derrick ballast comprises a linkage connected or connectable to the cross-member and comprises attachment means to which the ballast bracing can be attached. The guide is preferably also connected to the linkage so as to be able to pivot, in particular around a horizontal pivot axis. This linkage can also be part of the derrick ballast. The cross-member can be integrated into the linkage, for example by welding, or rigidly connected. Alternatively, the cross-member can be removably connected to the linkage by means of a fixing element. In the latter case, the first connection means can also be adjusted with respect to the unconnected ballast elements by moving the cross-member relative to the linkage.

[0033] In a further possible embodiment, it is provided that the cross member comprises first fastening means which can be removably connected to second fastening means of the ballast base plate. The first and second fastening means can be directly connected to each other, in particular fastened by bolts. Alternatively, the cross member and the ballast base plate can be connected to each other by connecting elements (e.g. connecting pieces or rods), which are connected to the first and second fastening means, in particular fastened by bolts. Alternatively, the first fastening means can be arranged at the connection.

[0034] In a further possible embodiment, it is provided that the ballast base plate comprises a central storage area to which a portion of the ballast comprising the cross-member can be attached. A stack of ballast elements connected to the cross-member can be placed in this storage area. The ballast base plate preferably has placement surfaces on both sides of the central storage area, on which further ballast elements can be placed. In this case, in the connected state (i.e. when the entire derrick ballast is "in use"), the cross-member and the stack or parts of the stack of ballast elements connected thereto are placed between the towers of at least two further ballast elements, which are provided on the ballast base plate.

[0035] In a further possible embodiment, it is provided that the second connection means of the ballast elements of the stack, which can be connected to the first connection means of the retaining elements, are arranged on a common straight line, which in the connected state runs parallel to the longitudinal axis of the retaining elements, in particular coaxially. If there are several retaining elements, the second connection means associated with each retaining element are respectively arranged on such a straight line, which are preferably parallel to each other.

[0036] Parallel movement of the retaining element relative to the second connection means, in particular vertical movement of the retaining element, in particular enables the portion of the first connection means to which a first number of ballast element groups of the stack are pre-assigned to be brought into overlapping or engagement with the second connection means of a second number of ballast element groups of the stack.

[0037] In other words, the translation of the retaining elements means that the first connection means, which have previously been connected to a particular arrangement of the second connection means of the ballast elements, can now be brought into overlapping or engagement with the second connection means of other ballast elements, so that a different number of stacks or parts of stacks of the ballast elements are now connected to the retaining elements by establishing corresponding connections. This allows the ballast loading of some ballasts comprising cross-members to be changed. The ballast elements not connected to the retaining elements remain arranged on the floor.

[0038] Alternatively, only one ballast element (particularly the bottommost ballast element of a contained stack) may be connected to the retaining element so that the corresponding first connection means can be brought into overlapping or engagement with the second connection means of another ballast element by adjusting the retaining element.

[0039] The present invention also relates to a derrick ballast for the crane according to the invention, which obviously has the same characteristics and advantages as the crane according to the invention. All embodiments and configuration options of the derrick ballast and / or its sub-elements described for the crane therefore also apply to the derrick ballast according to the invention, in any combination. [Brief explanation of the drawings]

[0040] Further features, details and advantages of the invention can be seen from the exemplary embodiments described below with reference to the drawings. [Figure 1] FIG. 1 is a schematic overall view of an embodiment of a crane according to the present invention (shown on the left) and an enlarged view of the derrick ballast (shown on the right). [Figure 2] FIG. 2 is a perspective view of a first example of a cross member of a derrick ballast. [Figure 3] FIG. 3 is a second embodiment of a cross member of the derrick ballast in a perspective view. [Figure 4] FIG. 4 is a side view of the cross member in different positions when converting the first part ballast. [Figure 5] FIG. 5 is a side view of the cross member in different positions when converting the first part ballast. [Figure 6] FIG. 6 is a side view of the cross member in different positions when converting the first part ballast. [Figure 7] FIG. 7 is a side view of the cross member in different positions when converting the first part ballast. [Figure 8] FIG. 8 is a side view of the cross member in different positions when converting the first part ballast. DETAILED DESCRIPTION OF THE INVENTION

[0041] Figure 1 shows, in the left-hand view, a schematic perspective overall view of an embodiment of a crane 10 according to the present invention, comprising a mobile undercarriage 12 and an upper rotating body 14 mounted to the undercarriage 12 so as to be rotatable about a vertical axis of rotation, with a derrick ballast 20 at the rear of the upper rotating body 14. The right-hand view shows an enlarged view of the rear of the upper rotating body, indicated by a circle in the left-hand view, together with the derrick ballast 20.

[0042] The crane 10 in the illustrated exemplary embodiment is a crawler crane having a lattice boom as a main boom 16 (hereinafter simply referred to as "boom"), which is articulated to the upper rotating bed 14 about a horizontal luffing axis. The undercarriage 12 comprises a crawler chassis and is supported on the ground by two lateral crawler carriers of the crawler chassis. In addition to the boom 16, the crane 10 has a derrick boom 18, which is also articulated to the upper rotating bed 14 so as to be able to pivot about a horizontal pivot axis. An upper rotating bed ballast 15 having multiple ballast elements (in the illustrated exemplary embodiment, stacked on top of each other to form two lateral ballast stacks) is located at the rear of the upper rotating bed. The derrick boom 18 is connected to the boom 16 by boom bracing 17, specifically a luffing boom with a variable length. The derrick boom 18 is, in turn, connected to the rotating A-frame of the upper rotating bed by the derrick bracing. The derrick boom 18 may also be connected by a boom bracing system 17, specifically a fixed A-frame 17 connected to the upper rotating bed by a variable length derrick cable.

[0043] In addition to the upper bed ballast 15, the crane 10 also has a derrick ballast 20, which is configured as a suspended ballast. The derrick ballast 20 comprises a ballast base plate 22, on which a plurality of ballast elements 21, 25 are arranged. The derrick ballast 20 is connected to the rear of the upper bed by a guide 11, preferably of adjustable length, and to the tip, i.e., free end, of the derrick boom 18 by a ballast bracing 19, also of adjustable length. In the exemplary embodiment shown here, the ballast bracing 19 comprises two parallel bracing wires, the length of which can be adjusted, for example, by hydraulic tension cylinders in each case, at least one of which can be adjustable, so that the weight actively exerted by the derrick ballast 20 can be height-adjustable.

[0044] With regard to the function of the luffing boom, derrick bracing, and ballast bracing 19, as well as the derrick ballast 20, reference is made to the introductory statements, which also apply to the crane 10 according to the exemplary embodiment shown here, and therefore repetitions are largely omitted.

[0045] In the exemplary embodiment shown here, the derrick ballast 20 is configured to be separable. The derrick ballast 20 comprises a first section ballast comprising a centrally located stack of ballast elements 21 and a cross member 30, and a second section ballast comprising a ballast base plate 22 and two lateral stacks of additional ballast elements 25. In the connected state, the first section ballast is located in a central storage area 27 of the derrick ballast 20. This derrick ballast 20 is connected to the guide 11 and ballast bracing 19 by the cross member 30, and therefore can be lifted over the cross member when connected.

[0046] The first ballast section comprises first fastening means 34, while the ballast base plate 22 comprises second fastening means 24 in the area of ​​the central receiving area 27. This first ballast section can be detachably connected, in particular bolted, to the ballast base plate 22 and thereby to the second ballast section by means of the first and second fastening means 34, 24, so that the derrick ballast 20 can be lifted together and put into a floating state. This first and second fastening means 34, 24 can be connected to each other directly or by means of a connecting element. In the exemplary embodiment of FIG. 1, a connecting rod is arranged between the first and second fastening means 34, 24.

[0047] The guide 11 is preferably connected to the upper rotating bed 14 so as to be rotatable about a horizontal pivot axis, and can be rotated about said pivot axis preferably by an actuator, for example one or more hydraulic cylinders. This allows the derrick ballast 20 to be adjusted vertically, for example placed on the ground or lifted off the ground. At the same time, the ballast bracing 19 can be adjusted, in particular by the aforementioned tension cylinders. In particular, the guide 11 is also connected to the derrick ballast 20 so as to be rotatable about a horizontal pivot axis.

[0048] For difficult lifting operations, when large loads must be moved or when raising the boom 16, a large ballast moment is required. Therefore, the first and second ballast sections can be connected to each other, and the entire derrick ballast 20 can be used as the suspended ballast. However, for many lifting operations, a smaller ballast moment is required. In this case, the first ballast section, including the cross member 30 and ballast stack 21, can be separated from the ballast base plate 22, i.e., from the second ballast section, and used as the suspended ballast. The second ballast section can therefore remain on the ground and be later reconnected to the first ballast section. This connection process can be assisted by a positioning system to ensure that the first ballast section is lowered accurately, for example, by detecting the position of the lowered second ballast section and the position of the crane 10 and / or the first ballast section. This can be achieved, for example, with the assistance of recorded motion data of gear movement and rotation or by a GPS system.

[0049] FIG. 2 shows a perspective view of a first exemplary embodiment of a cross member 30 of the first-section ballast, which corresponds to a variant of the embodiment shown in FIG. 1. The cross member 30 is substantially triangular when viewed from the side and has two side sections 36 arranged parallel to one another. Naturally, other shapes, such as a rectangular shape when viewed from the side, are also conceivable. The side sections 36 are connected to one another by connecting pieces 37. In this exemplary embodiment, there are two connecting rods 37, which connect the lower corners of the triangular side sections 36.

[0050] For example, two fork clamps 38 are attached to each connecting rod 37, and a retaining element 32 is housed in each fork clamp 38. In the exemplary embodiment shown here, the retaining elements 32 are configured as vertically oriented, elongated retaining rods, which may be made, for example, from steel or fiber composite materials. Other forms of retaining elements 32 are also conceivable, such as chains (see FIG. 3), ropes, pull straps, etc.

[0051] The four holding elements 32 have a plurality of holes that function as first connection means 33. These are configured in particular as bolt holes for forming a bolted connection with the corresponding bolts 26, but can also have other shapes, such as hook elements. In the exemplary embodiment shown here, the first connection means 33 are arranged longitudinally along the holding elements 32 and simultaneously serve to removably fasten the ballast element group 21 to the holding elements 32 and fasten the holding elements 32 to the forks 38. For this purpose, the ballast element group 21 has corresponding second connection means 23 on its sides, which can be configured as bolt holes in laterally protruding connections (see FIG. 6 ). The forks 38 also have corresponding connection means. The connection between the holding elements 32 and the ballast element group 21, as well as between the holding elements 32 and the forks 38, is in particular by means of fastening bolts 26. Alternatively, a screw connection could be envisaged.

[0052] The retaining elements 32 can be removably fixed to the forks 38, so that by withdrawing the fixing bolts 26 that serve as fixing means 26, the retaining elements 32 can be moved relative to the cross member 30, and in particular adjusted vertically. They can then be bolted to different positions on the forks 38, for example by using other first connection means 33. This allows the length of the retaining elements to be varied downwards in the direction of the ballast element 21, the step size of which depends on the distance between the first connection means 33.

[0053] This configuration allows the number of ballast elements 21 attached to the retaining element 32, and thus lifted by the cross member 30, to be flexibly and easily changed. For example, it is possible to place a ballast stack on the floor, disconnect the connection to the retaining element 32, lift the retaining element 32 and / or the cross member 30, and connect a portion of the stack (i.e., a stack with fewer ballast elements 21 stacked on top of each other than the previously placed stack) to the retaining element 32. This allows the weight of the first ballast to be changed quickly and easily. This process is shown by way of example in FIGS. 4-7 in side views of the cross member, and the first exemplary embodiment of the cross member of FIG. 2 is used for this purpose.

[0054] 4 shows the first ballast in a loaded state (in this exemplary embodiment, these are four ballast element groups 21 arranged one above the other). Here, only the lowest ballast element 21 can be connected to the holding element 32 by a fixing bolt 26, while the other ballast element groups 21 are positioned one above the other and are connected to each other, for example, by other connecting elements (for example, interlocking protrusions and recesses), so that they do not slip. Alternatively, it may be provided that all ballast element groups 21 are connected to the holding element 32 by a plurality of first connecting means 33.

[0055] As shown in Fig. 5, to reduce the weight of this partial ballast, it is placed on the floor by lowering the guide 11. In this lowered state, the connection between the ballast element group 21 (i.e., the lowest ballast element 21 in the example shown) and the retaining element 32 is released. The guide is then raised so that the cross member 30, and thus the retaining element 32, moves vertically relative to the lowered stack 21. In the reduced-weight state, the cross member 30 is raised until it is at the height of the second connecting means 23 of these upper ballast element groups 21, where the first connecting means 33 of the retaining element 32 are reconnected to the cross member 30. In the exemplary embodiment of Fig. 6, only the topmost ballast element 21 is connected to the cross member 30, and this ballast element 21 forms a partial stack of the original stack of four ballast element groups 21. The second connection means 23 of the uppermost ballast element 21 is bolted to the matching (in this exemplary embodiment the lowermost) first connection means 33 of the retaining element 32 (see FIG. 6).

[0056] The cross member 30 is then raised again, this time leaving the released or unconnected ballast elements 21 of the original stack (in FIG. 7 these are the lower three ballast element groups 21) on the floor, and only the partial stack 21' connected to the retaining element 32 (in FIG. 7 the uppermost ballast element 21') is raised, this time providing a suspended ballast with reduced weight.

[0057] Again, to change the ballast loading, the partial ballast element 21' is repositioned on top of the placed ballast element group 21, the retaining element 32 is disconnected, the cross member 30 is lowered the appropriate distance, and the second connection means 23 of the required partial ballast (or the second connection means 23 of the lowest ballast element 21 of the required partial ballast) is reconnected to the retaining element 32.

[0058] Alternatively, the connection between the retaining element 32 and the fork 38 can be released and the retaining element 32 can be moved relative to the cross member 30 for re-ballasting. This option is shown in Figure 8 after the partial stack 21' has been re-ballasted and lifted.

[0059] As mentioned above, it is possible that only the bottommost ballast element 21 of the lifted stack is connected to the retaining element 32 (as shown in Figures 4-8), or that all ballast elements 21 of the lifted stack are connected to the retaining element 32. In the former case, the first connecting means 33 may be arranged only in the upper region of the retaining element 32, in order to allow the retaining element 32 to be connected to the fork 38 at different positions relative to the cross member 30.

[0060] As shown in Figure 2, the first-section ballast may comprise a connecting portion 40 having fasteners 42 (in particular bolt holes) for fastening the ballast bracing 19 to the corresponding connection points for the guides 11. The cross member 30 may be removably connected to the connecting portion 40. Figure 2 shows a configuration in which the side portions 36 each have a metal plate structure with gaps into which the connectors 44 of the connecting portion 40 may be inserted. The connectors 44 may be removably connected to the side portions 36 by means of fastening elements 39, for example bolts.

[0061] As can also be seen in Figures 1 and 4-8, in one exemplary embodiment, the first fastening means 34 connecting the first part ballast to the ballast base plate 22 may be arranged in the connection portion 40, for example in an extension of the aforementioned connector 44, so that the cross member 30 is not directly connected to the guide 11 and ballast bracing 19, nor to the ballast base plate 22.

[0062] FIG. 3 shows another exemplary embodiment of a cross member 30 according to the invention. Here, the connecting part 40 is also designed differently and does not have a tab with the first fastening means 34. Instead, the first fastening means 34 are formed on the cross member 30. In this exemplary embodiment, it comprises four lateral parts 36, where two lateral parts 36 are connected to one another, in particular detachably, by connecting pieces 31 (i.e., in the form of connecting pieces or rods, as shown in FIG. 3, where the connecting pieces 31 may be configured as tubular or contoured structures). Furthermore, the lateral parts 36 on each side are connected to one another by connecting pieces 37, with the retaining elements 32 arranged on the connecting pieces 37. Furthermore, the cross member 30 can be connected to the connecting parts 40 detachably or fixedly.

[0063] As in the embodiment of Fig. 2, the retaining elements 32 can be configured as tie rods. Fig. 3 shows another embodiment, in which the retaining elements 32 are configured as chains hanging downward from connecting pieces 37, each having a first connecting means 33 on its underside for connecting to the respective bottommost ballast element 21 of the stack to be lifted. In this exemplary embodiment, the first connecting means 33 are configured as eyelets, carabiners, or pull straps, although alternatively, connections with one or more holes for receiving bolts or screws may be provided. The re-ballasting process is similar to that shown in Figs. 4-7.

[0064] Preferably, and independently of the embodiment shown, the cross member 30 may remain attached only to the linkage 40 or may be removed entirely, depending on the variant of the ballast mounting.

[0065] The cross member 30 represents the support structure for the first ballast of the derrick ballast 20 according to the present invention, i.e., the support structure for the "autonomously variably separable suspended ballast" realized in this way. The cross member 30 may be a steel structure, which may be manufactured by a casting or 3D printing process, for example, in the form of a sheet metal or tubular truss structure. Additionally, the cross member 30 may be formed from alternative materials such as fiber composites, high-strength aluminum, etc.

[0066] As connecting elements for connecting the retaining elements 32 to the cross member 30 and / or the ballast element group 21, bolts, screws, retaining claws, fixing clamps, slide bolts, connecting wedges, fixing cylinders and / or fixing tubes may be used. [Explanation of symbols]

[0067] 10 Crane 11 Guide 12 Undercarriage 13 Tension frame / A frame 14 Upper rotating body 16. Boom 17 Boom bracing 18 Derrick Boom 19 Ballast bracing 20 Derrick Ballast 21 Ballast elements 21' ballast element 22 Ballast base plate 23 Second connection means 24 Second fixing means 25 Further ballast elements 26 Fixing means 27 Central Containment Area 30 Cross member 31 Connecting piece 32 Retention element 33 First connection means 34 First fixing means 36 Side part 37 Connecting piece 38 Clamp 39 Fixed Elements 40 Connection part 42 Fastener 44 Connector

Claims

1. A crane (10) comprising a lower running body (12), an upper rotating body (14) rotatably mounted on the lower running body (12), a boom (16) connected to the upper rotating body (14) so ​​as to be able to rise and fall, a derrick boom (18) articulated to the upper rotating body (14) and supporting the boom (16), a guide (11) connected to the upper rotating body (14), and a derrick ballast (20) configured as a suspended ballast, The derrick ballast (20) comprises at least two ballast element groups (21) that can be stacked on top of each other, and a cross member (30) connected to the derrick boom (18) by a ballast bracing (19) and connected to the upper rotating body (14) by the guide (11); The cross member (30) may be connected to the stack of ballast elements (21) by at least one retaining element (32), the retaining element (32) comprises first connecting means (33) for detachably connecting the retaining element (32) to second connecting means (23) of the ballast elements (21) constituting the stack, the retaining element (32) is configured to be connectable to a part of the stack of the ballast elements (21) that make up the stack by moving the retaining element (32) and / or the cross member (30) relative to the unconnected stack, Crane (10).

2. the derrick ballast (20) comprises at least four of the retaining elements (32) which can be connected to the second connection means (23) on the sides of the ballast elements (21); The retaining elements (32) are arranged in the area of ​​the four corners of the cross member (30) in a plan view. The crane (10) of claim 1.

3. the retaining element (32) is adjustably mounted on the cross member (30) and can be fixed in at least two different positions on the cross member (30) by fixing means (26), The retaining element (32) projects downwardly from the cross member (30). The crane (10) of claim 1.

4. the retaining element (32) is configured as a tie rod or comprises a vertically oriented tie rod, The first connection means (33) are arranged longitudinally along the tie rod (32). The crane (10) of claim 3.

5. The fixing means (26) are configured as bolts or screws, the first connecting means (33) and / or the second connecting means (23) have holes for receiving the bolts or screws; The crane (10) of claim 3.

6. the retaining element (32) is configured as or comprises a chain or rope; The crane (10) of claim 1.

7. The derrick ballast (20) is configured such that the ballast elements (21) attached to the cross member (30) are positioned below the cross member (30); The cross member (30) is rectangular in plan view. The crane (10) of claim 1.

8. the retaining element (32) and / or the cross member (30) comprise a steel structure, a sheet metal structure, and / or a tubular structure, and / or at least one casting, and / or at least one element manufactured by additive manufacturing and / or at least one element manufactured from fiber composite material, The crane (10) of claim 1.

9. The derrick ballast (20) comprises a ballast base plate (22) on which further ballast elements (25) may be provided; Whether or not the ballast elements (21) are attached to the cross member (30), the cross member (30) may be removably connected to the ballast base plate (22) by means of a bolt connection. The crane (10) of claim 1.

10. the ballast base plate (22) comprises a central receiving area (27) to which the cross member (30) can be fixed and in which the stack of ballast elements (21) connected to the cross member (30) can be placed; The ballast base plate (22) comprises, on both sides of the central receiving area (27), placement surfaces on which the further ballast elements (25) can be placed. The crane (10) of claim 9.

11. The derrick ballast (20) comprises a connection portion (40); the connecting portion (40) is connected or connectable to the cross member (30) and comprises a stop (42) to which the ballast bracing (19) can be fixed; The connecting portion (40) is connected to the guide (11). The crane (10) of claim 9.

12. the cross member (30) or the connection (40) comprises first fastening means (34) which can be removably connected to second fastening means (24) of the ballast base plate (22); The crane (10) of claim 11.

13. the second connection means (23) of the ballast elements (21) of the stack, which can be connected to the first connection means (33) of the holding element (32), are arranged on a common straight line which extends parallel to the longitudinal axis of the holding element (32) and coaxially with the longitudinal axis of the holding element (32) in the connected state; translation of the retaining element (32) relative to the second connection means (23) can bring the portions of the first connection means (33) previously associated with a first number of ballast element groups (21) of the stack into overlapping or engagement with the second connection means (23) of a second number of ballast element groups (21) of the stack; The crane (10) of claim 1.

14. The derrick ballast (20) for the crane (10) of claim 1.

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