WO2024010453A1 - Structure de support pour grue, grue comprenant ladite structure de support, navire comprenant une telle grue - Google Patents
Structure de support pour grue, grue comprenant ladite structure de support, navire comprenant une telle grue Download PDFInfo
- Publication number
- WO2024010453A1 WO2024010453A1 PCT/NL2023/050369 NL2023050369W WO2024010453A1 WO 2024010453 A1 WO2024010453 A1 WO 2024010453A1 NL 2023050369 W NL2023050369 W NL 2023050369W WO 2024010453 A1 WO2024010453 A1 WO 2024010453A1
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- WO
- WIPO (PCT)
- Prior art keywords
- support structure
- plate parts
- connections
- structure according
- crane
- Prior art date
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- 230000007704 transition Effects 0.000 claims abstract description 21
- 239000003351 stiffener Substances 0.000 claims description 11
- 230000005540 biological transmission Effects 0.000 claims description 9
- 230000002093 peripheral effect Effects 0.000 description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001627 detrimental effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/36—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes mounted on road or rail vehicles; Manually-movable jib-cranes for use in workshops; Floating cranes
- B66C23/52—Floating cranes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/84—Slewing gear
Definitions
- the invention relates to a support structure for a crane, in particular for an offshore crane.
- Offshore cranes are widely known, and are typically mounted on a floating structure, such as a vessel or a barge or a jack-up. Offshore cranes can be used for various purposes, for example for heavy lifting operations at an offshore location such as installation and decommissioning of heavy structures like wind turbines, wind turbine foundations, platforms, top sides of platforms, etc.
- An offshore crane typically comprises a boom pivotally mounted to a support structure. At a boom tip, a load can be hoisted.
- the support structure is rotatable mounted onto a base structure.
- the base structure is connected to the floating structure.
- a bearing is provided between the base structure and the support structure to allow for the rotating movement, also known as slewing movement, of the support structure with respect to the base structure.
- the bearing is often referred to as a slewing bearing accommodating the slewing movement of the support structure with respect to the base structure.
- the support structure is also known as a slewing platform, supporting at least the crane boom.
- the support structure further may support an A-frame or other support frame to which a hoisting and/or luffing system can be provided.
- the base structure may be referred to as a pedestal, and is fixedly mounted to the floating structure.
- An aim of the invention is to provide for a support structure that more efficiently, preferably also more effectively transfers crane loads to the base structure.
- the invention provides for a support structure for a crane, the support structure comprising a lower end having a circular shape for connection with a slewing bearing, an upper end having a polygonal shape for supporting a boom of the crane and/or a support frame of the crane, an outer side connecting an outer edge of the upper end with an outer edge of the lower end, wherein the upper end is provided with a pair of boom hinge connections for hingedly connecting the boom of the crane, and at least with a support frame connection for supporting the support frame of the crane.
- the outer side at least partly comprises plate parts forming a wall section for transition from the polygonal shape of the upper end to the circular shape of the lower end, wherein the plate parts comprise flat plate parts and curved plate parts.
- the curved plate parts may comprise single curved plate parts and/or double curved plate parts.
- the support structure has a lower end with a circular shape such that is corresponds with the shape of the bearing to which it is to be connected. As such, the loads coming from the support structure can be transferred directly to the bearing.
- the support structure has an upper end with a polygonal shape. The upper end typically is the side on which the boom, the support frame, and/or other equipment may be mounted.
- Boom hinge connections and at least one support frame connection are mounted to the upper end, directly or indirectly.
- a boom hinge connection may be provided by padeye-structures allowing hinge movement of the boom around a horizontal axis.
- the support frame connection may be a fixed structure, or may be hinge connections as well, e.g. when the support frame needs to be foldable.
- the connections of the boom and the support frame can be positioned in an optimal manner for taking up the large loads of the boom and support frame.
- a polygonal shape e.g. rectangular, hexagonal, septagonal or octagonal
- the connections of the boom and the support frame can be positioned in an optimal manner for taking up the large loads of the boom and support frame.
- connection such as in boom hinge connection and support frame connection
- connection may be understood as a connecting structure or connector, i.e. being arranged and configured to connect with another structure, e.g. a boom or a support frame.
- a polygonal shape as used herein merely indicates that a shape corresponds to a polygon in an overall or general sense, and thus this term does not necessarily imply that the shape has any sharp corners or is completely free from any curvature.
- a polygonal shape as used herein may have at one or more of its vertices a so-called rounded-off corner where a pure polygon would have a sharp corner.
- polygons can take many different forms, including regular and irregular polygons, and may e.g. have one or more concave sections.
- a polygon generally has a limited number of sides joined at vertices, and in the present context the polygonal shape may correspond to a polygon having at most 16 such sides, preferably at most twelve such sides, more preferably at most ten such sides, for example about five, six, seven or eight such sides.
- An outer side is connecting the upper end with the lower end, in particular is connecting an edge of the upper end with an edge of the lower end, and as such, the outer side provides for a transition from the polygonal shape of the upper end to the circular shape of the lower end.
- a smooth transition and load path can be provided from the polygonal upper end to the circular lower end, and, to the circular slewing bearing, in use, connected to the lower end.
- the outer side may thus have a rather complex geometrical shape providing for the transition from a circular lower end to a polygonal upper end. Often, the diameter of the circular end may be smaller than a largest diagonal dimension of the polygonal shape, requiring the outer side to flare out in upward direction.
- the outer side of the support structure of the invention is of a more complex shape making the transition from circular to polygonal in a smooth and/or continuous manner without discrete or abrupt steps in the outer side.
- the outer side can be at least partly provided with the plate parts, optionally allowing a portion of the outer side not being closed with plate parts, but remaining open.
- a wall section is formed connecting the lower end with the upper end.
- a truss structure can be provided to connect the upper end with the lower end.
- the truss members of such a truss structure can be cylindrically shaped truss members, or e.g. rectangular shaped truss members.
- a truss member may be a beam member.
- the plate parts at least partly forming the outer side comprise flat plate parts and curved plate parts, wherein the curved plate parts may comprise single curved plate parts and/or double curved plate parts.
- the flat plate parts and the curved plate parts are arranged adjacent to each other.
- they can be arranged in a sideways manner adjacent, such that, along a circumference of the outer side, a flat plate part alternates with a curved plate part.
- they can be arranged in a vertical manner adjacent, such that, in an upward direction, the curved plate parts are below the flat plate parts.
- a smooth transition can be obtained between the circular shaped lower end and the polygonal shaped upper end, without abrupt or stepped transitions between the lower and the upper end.
- the portion of the outer side that is closed with the plate parts comprises alternatingly flat plate parts and curved plate parts.
- the plate parts may be substantially triangular shaped plate parts, subsequent plate parts may have their point of the triangle at the lower end and at the upper end.
- the triangular shaped plate parts may alternatingly point upwards and downwards.
- flat plate parts and curved plate parts may alternatively be arranged in a different manner.
- the plate parts pointing downwards may be flat plate parts
- the plate parts pointing upwards may be curved plate parts.
- trapezoid and/or kite shaped plate parts could be used.
- curved plate parts may be curved in two dimensions, so-called doublecurved plate parts or double arcuate plate parts. Meanwhile, also single curved plate parts may be used.
- the flat plate parts extend substantially in a plane.
- the flat plate parts are straight, or planar plate parts, i.e. they are not curved. By alternating flat plate parts with curved plate parts, manufacturing costs may be kept limited, while accommodating the transition from the circular shaped lower end to the polygonal shaped upper end.
- the entire outer side may be closed with plate parts thus forming a single wall section resulting in a closed wall.
- flat plate parts and curved plate parts may alternate, but in between the corners e.g. more flat plate parts may be used, or larger flat plate parts. It is understood that not all plate parts, flat or curved, need to be the same.
- the plate parts can be load bearing and allow force transmission from the upper end to the lower end, and thus towards the bearing.
- not the entire outer side is closed, but, in particular a part of the outer side, in between corners of the polygon, can remain open.
- a truss structure can be provided for load transmission between the upper end and the lower end.
- plate parts are provided for the transition from polygonal shape to circular shape and for load transmission.
- plate parts may provide for efficient and effective load transmission of loads towards the circular shaped lower end.
- parts of the plate parts themselves may vary in thickness, to allow for the most efficient load path.
- connections of the boom of the crane and/or the at least one connection of the support frame of the crane are provided at the vertices or corners of the polygonal shape.
- the connections may define the shape of the polygon.
- a pair of boom hinge connections can be integrated to a pair of support frame connections, e.g. in a single pair of padeyes.
- a pair of boom hinge connections can be mounted at corners of the upper end, and that the support frame connections may be mounted more inwardly or vice versa.
- This provides for an efficient structure, as at the position where the loads occur, the load is directly transferred into the support structure, preferably even in a direction towards the circular shaped lower end corresponding to the slewing bearing.
- the transmittal of forces from the position entering the support structure towards the slewing bearing can be done efficiently.
- This allows the forces to be transmitted to the slewing bearing in an effective manner, effectively limiting - peak - loads onto the slewing bearing. This may allow a more efficient and/or more compact design of the slewing bearing.
- the flat plate parts can be arranged above the single and/or double curved plate parts.
- a lower wall section of the outer side can be conically shaped, while an upper wall section of the outer side can be polygonal shaped.
- An intersection line between the lower section and the upper section then comprises arc lines.
- the upper section is merely merged to the lower section resulting in the arc lines of the intersection line.
- a box structure is provided below each connection of the boom or of the support frame to the support structure to enable load transmission from the associated connection to the outer side and/or the lower end of the support structure.
- a box structure is provided underneath each connection.
- This box structure supports the respective connection and provides for load introduction from the connection to the support structure, in particular to the outer side of the support structure, and eventually to the lower end of the support structure.
- box structures may be mutually joined and/or integrated, as explained further elsewhere herein. In other words, such box structures need not be mutually spaced apart or otherwise structurally separate or distinct.
- a top side of the box structure may provide for a deck area at the upper end of the support structure.
- the boom hinge connections and/or the support frame connections may be mounted to a top side of the box structure.
- the box structure may also be joined to the outer side of the support structure, at an inside thereof.
- the box structure underneath each of the connections may form a vertex or corner of the polygon at the upper end of the support structure.
- the box structure is joined to the outer side, thus reinforcing the outer side and providing an efficient load path towards the outer side.
- a box structure height of the box structure may be larger at the boom hinge connections compared to at support frame connections spaced apart from the boom hinge connections. Thereby, more load transfer capacity and/or higher stiffness may be provided in areas where loads from the boom are primarily transmitted, while otherwise weight and material may be saved.
- At least two of the box structures underneath of their associated connections can be joined to each other, thus forming an elongated box structure supporting at least two connections.
- Such an elongated box structure may thus form a side of the polygonal shape extending e.g. between two adjacent vertices or corners of the polygonal shape. This provides for a stiff structure, as well as may provide for some deck area at the upper end of the support structure between the connections as well.
- all the box structures are joined to each other forming a box frame defining an outer edge of the polygon.
- the thus joined box structures provide for a polygonal overall box structure defining the polygonal shape of the upper end of the support structure and supporting the connections forming a peripheral box structure.
- the joined box structures defining such a box frame result in a relatively stiff and strong frame at the outer edge of the upper end allowing efficient load transfer into the support structure.
- the hinge boom connections may be integrated to a second pair of support frame connections, thus a polygon with four corners may be obtained, a quadrangle.
- Such integration may take various forms, e.g. by sharing same padeyes and/or same shafts connecting to such padeyes.
- Each connection is supported by a box structure.
- the box structures may be joined to each other thus forming a box frame along an outer edge of the quadrangle.
- This quadrangular box frame may provide for a strong and stiff frame supporting the connections and providing for effective load transfer to the support structure.
- there may be a pair of boom hinge connections, and two pairs of a support frame connections, thus providing six corners, resulting in a hexagonal shaped upper end.
- a pyramidal shaped structure may be provided below a box structure to further facilitate load transfer to the outer side, and, further to the lower end.
- such pyramidal structure can be integrated to the box structure as well.
- An inside of the outer side of the support structure may further be provided with at least one circumferential ring structure.
- Such circumferential ring structure advantageously is approximately parallel to the lower end, and/or the upper end, of the support structure, and goes around along the circumference of the outer side.
- Such ring structure provides for additional stiffness, and strength.
- such ring structure can be provided at an outside of the outer side.
- providing the ring structure at an inside may be advantageous as this may additionally give some shielding from environmental influences, which may increase life time.
- the outer side of the support structure may be provided with upwardly extending stiffeners, at an inside of the outer side or at an outside of the outer side.
- the stiffeners may pass the circumferential ring via openings in the ring structure.
- the invention further relates to a crane comprising such support structure, as well as to a vessel provided with such a crane.
- Fig. 1 a general arrangement of a crane, in particular a pedestal crane for mounting on an offshore structure;
- Fig. 2 a general arrangement of a crane, in particular a leg crane, for mounting around a leg of an offshore structure;
- Fig. 3 a first embodiment of a support structure according to the invention
- Fig. 4 a second embodiment of a support structure according to the invention.
- Fig. 5 a cross-section of the embodiment of fig. 4;
- Fig. 6 a top view of a support structure according to the invention
- Fig. 7 a third embodiment of a support structure according to the invention
- Fig. 8 a cross-section of an embodiment according to fig. 7;
- Fig. 9 a fourth embodiment of a support structure according to the invention.
- Fig. 10 the embodiment of fig. 9, viewed from an opposite side compared to fig. 9;
- Fig. Il a vertical cross section of the fourth embodiment as viewed in fig. 10;
- Fig. 12 a horizontal cross section of the fourth embodiment as viewed in fig. 9;
- Fig. 13 a side view of the fourth embodiment.
- Fig. 14 an offshore crane comprising the support structure according to the fourth embodiment.
- Fig. 1 shows a general arrangement of an offshore crane 1.
- the crane 1 comprises a boom 2 with a boom tip 3 for hoisting a load.
- the crane 1 further comprises a support frame 4, here embodied as an A-frame.
- the support frame 4 is arranged for supporting hoisting and/or luffing wires for lifting the boom 2 and/or hoisting the load.
- a drive system for driving the hoisting system and/or the luffing system can be provided in a winch house 5, that e.g. can enclose winches to drive said systems.
- the support frame 4 and the boom 2 are mounted onto a support structure 10.
- the support structure 10 is rotatable mounted onto a base structure 6.
- the base structure 6 is mounted to the offshore structure, e.g. to a deck of a vessel or jack-up.
- the base structure 6 is also known as pedestal.
- a slewing bearing 7 is arranged between the base structure 6 and the support structure 10, allowing rotational movement of the support structure 10 with respect to the base structure 6 around a vertical axis.
- the support frame 4 here has four legs, each mounted to the support structure 10 via support frame connections.
- the support frame connections are mounted to the support structure 10. It may be understood that other support frame configuration may comprise three legs with three support frame connections.
- the boom 2 here has two boom legs mounted to the support frame via boom hinge connections.
- the boom is hingedly arranged to the boom hinge connections and can rotate around a horizontal rotation axis through the boom hinge connections.
- an equipment box 9 is shown.
- the support structure 10 can be closed or the equipment can be mounted elsewhere on the offshore structure.
- Fig. 2 shows an alternative arrangement of an offshore crane 1.
- the crane 1 is mounted around a leg 8 of the offshore structure, the so- called leg crane.
- Offshore structures such as a jack-up, are provided with three or more legs that are adjustable in height with respect to a hull of the offshore structure.
- the offshore crane 1 can be mounted.
- the support frame 4, and the boom hinge connections are then arranged to allow the leg to be adjusted up and downward.
- the support frame 4 and the leg 2 are mounted to the support structure 10.
- the support structure 10 is mounted to the base structure 6 which may be mounted onto a deck of the offshore structure. Between the base structure 6 and the support structure 10 a slewing bearing is arranged to allow rotational movement of the support structure 10 with respect to the base structure around a vertical axis.
- the support structure 10 has a lower end 11 arranged for mounting to the slewing bearing and an upper end 12 for supporting the support frame 4 and the boom 2 of the crane 1, as also shown in fig. 3.
- the upper end 12 has a polygonal shape to accommodate the positions of the boom hinge connections 20a, 20b and of the support frame connections 40a, 40b, 41a, 41b.
- the support frame connections 41a, 41b and the boom hinge connections 20a 20b are separate connections. It is understood that they can be integrated as well.
- the support frame connection 41a and the boom hinge connection 20a can be integrated into a single connection mounted to the support structure 10.
- such a connection can be embodied as a pad eye as e.g. shown in Fig. 3.
- the lower end of the support structure 10 has a circular shape corresponding to the shape and size of the slewing bearing. As such, the lower end 11 of the support structure 10 corresponds with the slewing bearing, and load transfer to the slewing bearing can be done in a more effective manner.
- the lower end 11 has a circular edge Ila comprising an inwardly and/or outwardly extending flange for mounting to the slewing bearing.
- the upper end 12 has a polygonal shape. Between the upper end and the lower end, an outer side 30 is provided connecting the circular shaped lower end 11 and the polygonal shaped upper end 12. In particular, the outer side 30 connects an outer edge 120 of the upper end 12 with an outer edge 110 of the lower end 11.
- the outer side 30 at least partly comprises plate parts 300 to form wall sections 31, 32 of the outer side 30 connecting the upper end 12 with the lower end 11 in a smooth and/or continuous manner.
- the plate parts 300 can be flat plate parts 300f and curved plate parts 300c. In the example of fig. 3, only two parts of the outer side 30 are provided with plate parts, thus forming two wall sections 31, 32. In between the two wall sections 31, 32, the outer side 30 is open and a truss structure 33 is provided to connect to the lower end 11 with the upper end 12.
- most of the curved plate parts are single curved plate parts, i.e. having a curvature in one dimension only.
- the curved plate parts in particular those at relatively sharp vertices or corners of the polygonal shape, may be double curved plate parts.
- curvatures of curved plate parts may vary and may generally be selected to contribute to a gradual transition from the circular shape to the polygonal shape.
- Single curved plate parts are preferred where such a single curve suffices, since single curved plate parts are generally more economical than double curved plate parts.
- a wall section 31, 32 comprising the plate parts 300f, 300c, the flat plate parts 300f and the curved plate parts 300c are arranged adjacent each other in an alternating manner.
- a flat plate part 300f is adjacent to a curved plate part 300c that is adjacent a flat plate part 300f etc. when seen in circumferential direction.
- the flat plate parts 300f and the curved plate parts 300c are positioned side-by-side adjacent to each other.
- the plate parts 300 are substantially triangular shaped.
- Flat parts 300f can be oriented with their point of the triangular shape downwardly, while curved plate parts 300c can be oriented with the point of their substantially triangular shape upwardly.
- the curved plate parts 300c can connect with the circular shaped lower end and extend upwardly.
- the flat plate parts can connect to the polygonal shaped upper end and extend downwardly. Adjacent flat plate part and curved plate parts are joined at their coinciding long side of the triangular shape, e.g. by welding.
- two wall sections 31, 32 are provided with an open space in which the truss structure 33 connects the upper end 11 and the lower end 12.
- the open space can be closed by plate parts, thus obtaining an entirely closed outer side 30, forming a single wall section, as shown in fig. 4.
- the flat plate parts 300f and the curved plate parts 300c alternate with each other, forming a smooth transition from the circular shaped lower end 11 to the polygonal shaped upper end 12.
- the curved plate parts 300c end, and in between the corners, flat plate parts 300f are advantageously provided.
- optimal use is made of the flat plate parts and of the curved plate parts, to limit the use of curved plate parts, which are more expensive to manufacture than the flat plate parts.
- the boom hinge connections 20a, 20b, and the support frame connections 40a, 40b, 41a, 41b are separate connections mounted to the upper end 12.
- a connection is provided at a corner of the polygon forming the upper end 12, thus obtaining a hexagon.
- a quadrangular or septagonal shaped upper end can be obtained, with on each corner a connection mounted.
- each connection 40a, 40b, 41a, 41b, 20a, 20b a box structure is provided below each connection 40a, 40b, 41a, 41b, 20a, 20b .
- the box structure provides support to the connections, and allows the forces to enter the outer side 30 and to be transmitted to the lower end, and further to the slewing bearing.
- the respective box structures of the associated connections 40a, 40b, 41a, 41b, 20a, 20b are joined to each other forming a joined box structure 50 on which the connections are arranged.
- the joined box structure 50 forms a peripheral box frame of which a top side 51 provides for deck area.
- the peripheral box frame 50 forms an outer edge of the polygonal shaped upper end 12, thus defining the polygonal shape of the upper end 12 of the support structure.
- the peripheral box frame 50 allows an opening 52 in which e.g. equipment can be positioned, or in which the leg of a jack-up can be accommodated. By providing such peripheral box frame 50 additional strength and stiffness can be added to the support structure, which can be beneficial for load transmission.
- the box structure has a top side 51 forming a deck area of the support structure 10, and has a lower side 54 parallel to the top side 51, an inner side 55 and an outer side 56 provided by the outer side 30 of the support structure. As such, a box shape is obtained that optimally supports the associated connection.
- the box configuration of the box structure 50 can be seen.
- a top side 51 of the box structure provides for deck area, an outer side 56 of the box structure 50 is joined with the outer side 30 for optimizing force transmission.
- the box structure is a hollow box, which can have ribs 53 for stiffness and/or strength.
- the circular edge Ila is shown that joins with the outer side 30. The edge Ila is mounted onto the slewing bearing.
- a further pyramidal structure 60 is provided below the box structure 50 underneath connection 20a.
- Such pyramidal structure 60 is optional, but can provide for additional strength and/or stiffness, as well as may further transfer the forces from the connection towards the lower end 11.
- the further structure 60 may be regarded as an auxiliary load transfer structure.
- this further structure 60 has a pyramidal shape, it shall be appreciated that different shapes are possible for such a structure.
- an inside 310 of the outer side 30 is provided with a circumferential ring structure 70.
- the ring structure 70 is approximately horizontally arranged, or, said differently, approximately parallel with the lower end 11 of the support structure 10.
- the circumferential ring 70 preferably covers an entire circumference of the outer side 30, at an inside thereof.
- the ring structure 70 is intermittent between the wall sections 31, 32.
- the ring structures 70 are provided over the entire circumference of the outer side 30, thus may be connected to the truss structure 33 there.
- the at least one ring structure 70 provides for additional strength and stiffness to the support structure, in particular also rotational or torsional stiffness.
- the outer side 30 may also be provided with at least partially upwardly oriented stiffeners 80, as can be seen in the cross-sectional view of fig. 5.
- the stiffeners 80 go through openings in the ring structure 70 allowing the stiffeners to pass through.
- the stiffeners 80 may e.g. additionally reinforce the curved plate parts 300c.
- the ring structure 70 and/or the stiffeners 80 also can be provided at an outside of the outer side 30. However, providing the ring structure 70 and/or the stiffeners 80 at an inside may provide the advantage of more shielding from environmental influences as well as more easy accessibility for maintenance and/or repair.
- Fig. 6 shows a top view of the support structure 10 having a hexagonal shape with the boom hinge connections 20a, 20b and the support frame connections 40a, 40b, 41a, 41b on the respective vertices or corners of the hexagon.
- the circle identifying the circular shaped lower end 11 of the support structure 10 is also shown. It can be seen that the connections 40a, 40b, 41a, 41b, 20a, 20b are positioned outwardly of the circle of the lower end 11, so the forces are to be transferred to the lower end in a radial direction as well as in axial direction, or said differently, in a horizontal direction as well as in a vertical direction.
- the support structure 10 according to the invention allows transfer of the forces to the slewing bearing in an effective and efficient manner, while reducing and/or minimizing stress peaks.
- By providing the support structure 10 according to the invention allowing an efficient and effective force transmission, less material can be used as opposed to conventional support structures. Less material may result in a lighter support structure, which aids in increasing the pay load for the offshore vessel, while accommodating such very large cranes.
- Fig. 7 shows an alternative embodiment for the support structure 10.
- the flat plate parts 300f and the curved plate parts 300c are positioned above each other in an adjacent manner.
- the flat plate parts 300f are positioned above the curved plate parts 300c.
- the curved plate parts 300c may form a conical shaped lower wall section 30Z flaring outwardly from the lower end 11.
- the flat plate parts 300f form a polygonal shaped upper wall section 30u extending downwardly from the upper end 12. Where the upper wall section 30u meets the lower wall section 30Z, an intersection line 34 is formed at which the upper wall section 30u is joined with the lower wall section 30Z.
- the intersection line 34 here comprises arc line portions 35a, 35b, etc. In other examples, see e.g. fig.
- intersection line 34 may be straight. Contrary to the conventional support structures in which a rectangular upper part is superposed onto a cylindrical lower part, here, the upper wall section is merely merged to the lower wall section resulting in such an intersection line that is neither parallel nor perpendicular to the upper and lower ends.
- each connection 20a, 20b, 40a, 40b, 41a, 41b a box structure 50 is provided, which in this example are joined to a single joined box structure 50 forming a peripheral box frame 50 forming the upper end 12 of the support structure.
- each connection may be considered to be provided with a respective box structure, such box structures need in fact not be separate or distinct but may instead form part of a larger combined structure such as the peripheral box frame 50, wherein the various connections may in fact all be arranged on said same frame.
- a pair of support frame connections 41, 41b is integrated to the boom hinge connections 20a, 20b in a single connection. The thus integrated connection is positioned at a corner of the polygonal shaped upper end 12.
- the other pair of support frame connections 40a, 40b is positioned at two other corners of the polygonal shaped upper end 12.
- the polygon may thus become a quadrangular.
- a segmented side is arranged resulting in a polygonal shape with more than four vertices or corners, for example to fit around a jack-up leg.
- the boom hinge connections and the support frame connections can be mounted separately to the support structure as well.
- a top side 51 of the support structure 50 gives a deck area.
- the support frame connections 40a, 40b are somewhat higher positioned than the connections 41a, 20a, 41b, 20b respectively such that the top side 51 is sloping upward from the connections 41a, 20a, 41b, 20b to the connections 40a, 40b respectively.
- all connections can be mounted on the same level.
- the box structure 50 has a box shape in a similar manner as in figs. 3, 4.
- the box structure 50 has a top side 51 forming a deck area, an inner side 55, a lower side 54, and an outer side 56 formed by the outer side 30.
- a circumferential ring structure 70 is not shown here, but can be provided for stiffness.
- the circular edge Ila extends downwardly and is configured for mounting to the slewing bearing. Further, as in the examples of fig. 3 and fig. 4, upwardly oriented stiffeners 80 can be provided.
- the peripheral box frame 50 defines the polygonal shape of the upper end 12, and allows a central opening 52 in which equipment or a jack-up leg can be accommodated.
- the lower end 11 can be closed with a bottom as shown in fig. 3 or fig. 4, or can be open as in fig. 7 or fig. 8.
- Figs. 9 to 14 show a particularly advantageous fourth embodiment of the support structure 10.
- this fourth embodiment generally corresponds to other embodiments as disclosed herein, as may be understood in particular from the corresponding reference signs in the figures.
- a height of the box frame 50 varies between a smaller first height hl at the support frame connections 40a, 40b and a larger height h2 at the support frame connections 41a, 41b and the boom hinge connections 20a, 20b.
- a strength of the box frame 50 can be greater at the side of the boom 2, where larger loads may be expected, while otherwise weight can be minimized by reducing the box frame height elsewhere.
- the variable height is essentially realized by a variable level of the lower side 54 (indicated by a dashed line 54 in fig. 13) of the box frame 50, while the top side 51 of the box frame 50 is here horizontal, thus forming a level deck area.
- a gradual change of the box frame height between the first and second heights hl, h2 avoids areas of high stress and promotes gradual force distribution through the support structure 10.
- the polygonal shape of the upper end 12 can be seen to be septagonal, i.e. having seven sides. It has been found that such a number of sides generally contributes to an advantageous load transfer efficiency between the discrete positions of the connections at the upper end 12 and the circular slewing bearing 7 at the lower end 11. Still, it shall be understood that the number of sides could also be somewhat different, e.g. six or eight, with substantially the same advantageous effect.
- the outer side 30 is formed particularly smoothly in the fourth embodiment, corresponding to a particularly gradual transition between the polygonal shape of the upper end 12 and the circular shape of the lower end 11.
- This can be seen particularly well in fig. 12, showing a horizontal cross section in which the box frame 50 is not shown.
- efficient load distribution through the support structure 10 is further optimized, the efficiency in particular being with respect to a weight of the support structure 10.
- the upper end 12 in this embodiment has rounded-off corners at the vertices of its polygonal shape, in particular at those vertices where the connections 20a, 20b, 40a, 40b, 41a, 41b are arranged.
- the rounded-off corners at some or all of the vertices may be arc shaped.
- the level of rounding-off is such that the overall polygonal shape is maintained.
- curved plate parts 300c may be double curved to accommodate both the rounding-off and the flaring, while further away from said rounded-off corners the curved plate parts 300c may be single curved.
- the relatively complex three- dimensional shape of the outer side 30 may generally be realized by flat plate parts 300f and single curved plate parts 300c, apart from close to the vertices at connections 20 a, 20b, 40 a, 40b, 41a, 41b, where at each vertex one or some double curved plate parts may be needed.
- three full-height wall parts 30k are provided at positions circumferentially halfway along respective three of the upper wall parts 30u, which may thereby be considered as separated into two halves compared to the third embodiment.
- the full-height wall parts 30k here comprise curved plate parts 300c which in this case are single curved so as to essentially follow an arcuate curvature of the lower end 11 all the way up to the upper end 12.
- these full-height wall parts 30k have been provided with a checkerboard hatching on their outside merely to more clearly distinguish them from the neighboring halves of the upper wall parts 30u.
- the positions of the fullheight wall parts 30k along the polygonal shape of the upper end 12 here correspond to three relatively blunt vertices, at least compared to the sharper four vertices where the connections are arranged.
- these blunt vertices of the upper end 12 may coincide with the circular shape of the lower end 11, so that the full-height wall parts 30k need not flare like the lower wall parts 30Z do.
- the bluntness of these vertices means that they may be rounded off such that the arcuate curvature of the lower end 11 is thereby locally followed at the upper end 12, without losing the overall polygonal shape of the upper end.
- Fig. 14 shows how the support structure 10 according to the fourth embodiment can be implemented in an offshore crane 1, with a boom 2 and a support frame 4 shown mounted to the support structure 10 via the connections at the upper end 12. It shall be appreciated that the boom 2 and the support frame 4 can each be of various designs and are thus only shown schematically here.
- a base structure 6 is seen positioned below the support structure 10, with a slewing bearing 7 providing rotatability of the support structure 10 with respect to the base structure 6.
- any reference signs placed between parentheses shall not be construed as limiting the claim.
- the word ‘comprising’ does not exclude the presence of other features or steps than those listed in a claim.
- the words ‘a’ and ‘an’ shall not be construed as limited to ‘only one’, but instead are used to mean ‘at least one’, and do not exclude a plurality.
- the mere fact that certain measures are recited in mutually different claims does not indicate that a combination of these measures cannot be used to an advantage. Many variants will be apparent to the person skilled in the art as long as they are comprised within the scope of the invention defined in the following claims.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Jib Cranes (AREA)
Abstract
L'invention concerne une structure de support pour une grue, la structure de support comprenant : une extrémité inférieure de forme circulaire destinée à être reliée à un palier d'orientation; une extrémité supérieure de forme polygonale destinée à supporter une flèche de la grue et/ou un cadre de support de la grue; un côté extérieur reliant un bord extérieur de l'extrémité supérieure à un bord extérieur de l'extrémité inférieure; l'extrémité supérieure étant pourvue d'une paire de charnières de flèche pour relier par charnière la flèche de la grue, et au moins d'une connexion de cadre de support pour soutenir le cadre de support de la grue; le côté extérieur comprenant au moins partiellement des pièces de plaque formant une section de paroi pour la transition entre la forme polygonale de l'extrémité supérieure et la forme circulaire de l'extrémité inférieure, les pièces de plaque comprenant des pièces de plaque plates et des pièces de plaque courbes.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL2032417 | 2022-07-07 | ||
NL2032417A NL2032417B1 (en) | 2022-07-07 | 2022-07-07 | Support structure for crane, crane comprising said support structure, vessel comprising such crane |
Publications (1)
Publication Number | Publication Date |
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WO2024010453A1 true WO2024010453A1 (fr) | 2024-01-11 |
Family
ID=83691248
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/NL2023/050369 WO2024010453A1 (fr) | 2022-07-07 | 2023-07-07 | Structure de support pour grue, grue comprenant ladite structure de support, navire comprenant une telle grue |
Country Status (2)
Country | Link |
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NL (1) | NL2032417B1 (fr) |
WO (1) | WO2024010453A1 (fr) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014014343A1 (fr) * | 2012-07-16 | 2014-01-23 | Itrec B.V. | Grue marine à flèche articulée |
WO2018143807A1 (fr) * | 2017-02-03 | 2018-08-09 | Itrec B.V. | Bâti de grue pour grue et grue comprenant ledit bâti de grue |
NL2023564B1 (en) * | 2019-07-24 | 2021-02-10 | Kenz Figee Group B V | Assembly of a vessel and a crane, and a crane |
-
2022
- 2022-07-07 NL NL2032417A patent/NL2032417B1/en active
-
2023
- 2023-07-07 WO PCT/NL2023/050369 patent/WO2024010453A1/fr unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014014343A1 (fr) * | 2012-07-16 | 2014-01-23 | Itrec B.V. | Grue marine à flèche articulée |
WO2018143807A1 (fr) * | 2017-02-03 | 2018-08-09 | Itrec B.V. | Bâti de grue pour grue et grue comprenant ledit bâti de grue |
NL2023564B1 (en) * | 2019-07-24 | 2021-02-10 | Kenz Figee Group B V | Assembly of a vessel and a crane, and a crane |
Also Published As
Publication number | Publication date |
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NL2032417B1 (en) | 2024-01-23 |
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