Telescopic boom and crane

Abstract

A telescopic boom for a crane has at least two telescopable telescoping sections in the form of lattice pieces, each of which exhibits a hollow structure that has in essence the shape of a box. The bottom chords of adjacent sections have in each instance a pinning structure to provide for pinning to each other during normal crane operations. By way of the design of at least the outer telescoping section, at least some of the force that is introduced into the pinned joint can be dissipated into the top chord of the boom.

Claims

1. A telescopic boom for a crane comprising: at least two telescopable telescoping sections formed as lattice pieces, each of which exhibits a box-shaped hollow structure, the sections having bottom corner struts defining first surface areas at an underside of the boom facing a load during normal crane operations, as well as top corner struts defining second surface areas at a top side of the boom opposite to the underside of the boom; a pinned joint provided to the first surface areas of adjacent sections of the telescoping sections at the boom underside, the pinned joint provided in order to pin the first surface areas of the adjacent sections at the boom underside to each other during the normal crane operations; and tension rods and compression struts, arranged on an outer section of the at least two telescoping sections, each of the tension rods having one end connected to a pin retainer of the pinned joint at the underside of the boom and another end connected to one of the bottom corner struts, each of the compression struts extending between and connecting the underside and the top side of the boom, wherein at least some force introduced into the pinned joint is dissipated by way of the tension rods and the compression struts into the top corner struts of the boom.

2. The telescopic boom as claimed in claim 1, wherein the pin retainer is in the form of a sheet metal pinning plate with a passage opening and the pinned joint connects two adjacent bottom sections of the telescoping sections together.

3. The telescopic boom as claimed in claim 2, wherein the pinning plate has a width that is tapered off in a direction of the corner struts.

4. The telescopic boom as claimed in claim 3, wherein the pinning plate is connected to at least one of the bottom corner struts by a pair of said tension rods.

5. The telescopic boom as claimed in claim 4, wherein at least one connecting point of one of the tension rods to the at least one bottom corner strut is connected by one of the compression struts to one of the top corner struts.

6. The telescopic boom as claimed in claim 1, wherein the pinned joint includes a connecting plate to receive a movable pin.

7. The telescopic boom as claimed in claim 6, wherein the pin is guided perpendicular to a defined surface area through the connecting plate.

8. The telescopic boom as claimed in claim 1, wherein the boom has a fixed end region that is stiffened.

9. The telescopic boom as claimed in claim 1, wherein the corner struts are configured so as to be at least one of edged, bent, and manufactured from tubular sections, extruded profiles, or both tubular sections and extruded profiles.

10. The telescopic boom as claimed in claim 1, wherein the boom is guyed by a guying system that connects the boom to a guying frame.

11. A telescoping section for a telescopic boom as claimed in claim 1.

12. A mobile crane for assembly of a wind power plant comprising a telescopic boom as claimed in claim 1.

13. A mobile crane for assembly of a wind power plant comprising a telescopic boom as claimed in claim 6.

14. A mobile crane for assembly of a wind power plant comprising a telescopic boom as claimed in claim 8.

15. A mobile crane for assembly of a wind power plant comprising a telescopic boom as claimed in claim 10.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIGS. 1A and 1B are schematic representations of a crane for the purpose of explaining the internal forces and moments induced by the attacking forces.

(2) FIG. 2 is a detailed illustration of the inventive telescopic boom with two telescoping sections that are supported one inside the other.

(3) FIG. 3 is a perspective side view of the outer section of the telescopic boom shown in FIG. 2.

(4) FIG. 4 is a perspective side view of the inner section of the telescopic boom shown in FIG. 2.

DETAILED DESCRIPTION OF THE DRAWINGS

(5) To begin with, the forces acting on a crane shall be briefly explained by means of the presentation of FIG. 1A. FIG. 1A shows a boom 19 and a moment Mv, which has been plotted along the boom 19 and which is induced by a load lift. The figure shows that the boom 19 is reduced to a bar, because from a static perspective it is customary to show the amount of a moment acting on a bar in a diagram, where the X axis is defined by the bar. For the sake of completeness the effective direction of the moment is indicated.

(6) Therefore, the moment Mv shows the moment that acts on the bar at a certain distance from the luffing axis of the boom. This can be called the global moment, at which the design of the boom 19 is not considered. As a result, it may involve not only a telescopable boom, but also a boom that is assembled from individual elements. Even the method for luffing the boom 19 is irrelevant.

(7) The telescopable boom 19 according to the invention involves a large telescopable lattice boom of individual lattice pieces that can be telescoped in or out in the customary way. The drawing according to FIG. 1A shows the boom 19 in the extended position. The guying system 29, the boom 19 and the guying frame 28 form a defined triangle. The guying system 29 is adapted to the respective boom length and, as a result, is length variable. The luffing angle is adjusted by pulling in or letting out the luffing rope 30, which runs from the guying frame 28 to the superstructure of the crane. In this way the aforementioned triangle is luffed as a whole. However, as an alternative, the luffing can also be performed by means of a luffing cylinder.

(8) A typical wind power tip 31 is attached to the boom head. The hoisting rope is marked with the reference numeral 32. In order to optimize the design of the load on the boom, the guying system 29 is not run up to the boom tip, but rather ends at the tip of the second uppermost telescoping section. This arrangement reduces the load with respect to a potential buckling, because the entire unsupported length, over which buckling occurs, is shortened. Each defined extension length of the boom 19 is assigned a specific length of the guying system 29.

(9) Furthermore, FIG. 1A shows the moment Mv, which is induced by the load 1, on the boom 19. Starting at the boom tip, this moment increases linearly at first, because the guying system 29 is fastened only at the end of the second uppermost telescoping section. Then after the engagement point of the guying system 29, the moment Mv decreases until it reaches the zero value at the pivot axis of the boom 19. The compression force occurs on the underside of the boom (bottom chord), i.e. the side of the boom that faces the load, whereas a tensile force is applied at the opposite top side (top chord) of the boom 19.

(10) The attacking moment Mv leads to a deflection of the boom 19 and to a resulting lever arm of the normal force F.sub.N. Both are transmitted from the respective inner telescoping section into the adjacent outer telescoping section. The place of the transmission is referred to as the so-called fixed end region that is defined by the distance between the bearing points of the inner telescoping section in the cavity of the outer telescoping section. The force ratios in the fixed end region are referred to as the locally occurring moments and depend on the concrete geometry of the structure of this fixed end region or more specifically on the connection of the adjacent telescoping sections.

(11) Working on this basis, the resulting total load on the boom 19 is made up of the global moment Mv and the respective local moments in the individual fixed end regions of the specific number of sections of the telescopic boom.

(12) The purpose of FIG. 2 is to elucidate once again the force ratios in the fixed end region of two adjacent sections of the telescopic boom that are connected to each other in accordance with the technical teaching of the invention. The drawing shows a side view of an inner telescoping section 20, which is mounted in the box-shaped cavity of the outer telescoping section 21 by means of the bearing points 22, 22, 23, 23, 24, 24, 25, 25.

(13) The load 1 produces in the inner telescoping section 20 a moment M and a normal force F.sub.N in the longitudinal direction of the inner telescoping section 20. The inner telescoping section 20 passes both the moment and the normal force into the outer telescoping section 21, so that the normal force F.sub.N is a compression force and acts in the longitudinal direction in the center axis 26 of the inner telescoping section 20. The moment M can be divided into a pair of forces, each of which is in a plane parallel to the luffing plane. The bearing points 22, 23, 24 and 25 enclose a first plane, whereas the bearing points 22, 23, 24, and 25 enclose a second plane. Hence, a force F 5 acts in the bearing point 24; and a force F 5 acts in the bearing point 24 respectively. The associated force F 4 acts in the bearing point 23; and the force F 4 acts in the bearing point 23. The forces depend more or less on the distance between the bearing points 23, 24.

(14) In a first step the related forces F4, 4 and F 5, 5 respectively are assumed to have the same magnitude. At this point these forces are superimposed with the following effect that is induced by introducing the normal force F.sub.N from the inner telescoping section 20 into the outer telescoping section 21. The normal force F.sub.N acts in the center axis 26 and is transmitted by means of the pinned joint 27 to the two bottom chords of the telescoping sections 20, 21. Hence, this normal force F.sub.N causes a counter-moment, which counteracts the applied moment M, over the distance 6 between the center axis 26 and the pinned joint 27. The counter-moment 7 can also be divided into a pair of forces that counteract the forces F 4, 4, 5, 5 respectively and, in so doing, minimize them.

(15) FIG. 1B shows the normal force F.sub.N that is to be absorbed in the respective pinned joints 27 between the individual telescoping sections of the boom 19. The normal force F.sub.N is induced more or less by the load 1 over the outermost telescoping section, i.e. in the region of the boom tip. The force increases suddenly, when the holding force of the guying system 29 also enters into the calculation. In this case it is essential for the invention that the normal force F.sub.N be a compression force. However, in theory the normal force could also be assumed to be the tensile force, provided that the moment were to act in the opposite direction to the moment Mv.

(16) In order to optimize the load applied to the fixed end region of the pairs of telescoping sections 20, 21 and in order not to increase over-proportionally by means of the bottom chord pinning the pressure that is already being applied to the bottom chords in any event, in addition to the pinned joint 27, additional measures are taken; and these additional measures shall be described below with reference to FIGS. 3 and 4.

(17) FIG. 3 shows the construction of the outer telescoping section 21 in a perspective side view. The telescoping section 21 corresponds in essence to a lattice element with a hollow structure in the shape of a box. The corners or rather the edges of the box shape are formed by the shell-shaped corner struts 33, 33, 34, 34. The individual corner struts are connected to each other by means of a plurality of tension rods 36, 36 and compression struts 38, 38, collectively referred to as lattice bars. In this case the individual lattice bars are arranged in a manner shown that allows the formation of a structure that is advantageous in terms of the statics of the lattice elements.

(18) In addition to the lattice bars connecting the corner struts, individual sheet metal connection plates 35 are provided, so that the box-shaped hollow structure has closed outer walls at least in sections and not only the lattice bars, arranged in a half-timbered manner, at the lateral faces of the hollow structure.

(19) The bottom chord of the outer telescoping section that is shown is formed by the surface area defined by the bottom corner struts 34, 34. The sheet metal plate 35, which connects the two corner struts 34, 34 in the plane of the bottom chord, has a pin retainer 27 with a continuous bore hole. In order to connect, a single pin is inserted transversely to the surface of the sheet metal connection plate 35.

(20) A key aspect of the invention for its successful implementation consists of the fact that the normal force F.sub.N be transmitted as uniformly as possible to the corner struts 33, 33, 34 and 34. Without special measures the bottom corner struts 34, 34 would be subjected to considerably more stress from the inner telescoping section or more specifically the outgoing normal force F.sub.N than the upper corner struts 33, 33. In order not to introduce the normal force F.sub.N immediately into the corner struts 34, 34, the retainer of the pinned joint 27 is designed to achieve the objective that the width of the sheet metal plate 35 tapers off in the direction of the corner struts 34, 34. Owing to this arrangement the sheet metal plate acquires elastic properties. However, the tension rods 36, 36, which meet at the sheet metal plate 35 in the region of the pin retainer 27 and connect said pin retainer to the corner struts 34, 34, are put under tensile stress by means of the rationally designed deformation.

(21) The tension rods 36, 36 are connected to the corner struts 34, 34 in the connecting nodes 37, 37. In order to remove the force in the top chord, the connecting nodes 37, 37 are connected by means of compression struts 38, 38 to the top chord of the telescoping section, in particular to the two corner struts 33, 33 of the top chord. By rationally designing the nodes 37, 37 and by suitably dimensioning the compression struts 38, 38, a relevant portion of the normal force F.sub.N can be removed from the bottom corner struts 34, 34 and can be introduced into the upper corner struts 33, 33.

(22) Furthermore, a stiffer fixed end region may facilitate the uniform introduction of the forces into all four corner struts. For this purpose the fixed end region could also be constructed in the form of a box with stiffeners.

(23) FIG. 4 shows the configuration of the inner telescoping section 20. It is clear from the perspective side view that the telescoping section also comprises four sheet metal plates on its end region, i.e. that end facing away from the boom axis. In this case the pinning plate that extends in the plane of the bottom chord has a pinning unit with a movable pin. In order to pin the outer telescoping section, the pin can be inserted through the bore hole of the pin retainer 27.

(24) So-called bearing points 22, 22, 23, 23, 24, 24, 25, 25 are arranged on the outer edge of the individual corner struts 33, 33, 34, 34; in so doing, the inner telescoping section 20 is mounted in the cavity of the outer telescoping section 21 in such a way that the inner telescoping section can be displaced. Although the term corner strut is used, this element may also be, as an alternative, an angle bracket or a bent sheet metal plate. Additional types of designs are just as conceivable in order to transmit the normal force F.sub.N from the bottom chord, or more specifically the pinned joint 27, into the top chord. It should always be provided by means of suitable measures that some of the force that is transmitted from the pin be transmitted into the top chord.