EP2984026A1 - Boom and personnel hoist - Google Patents
Boom and personnel hoistInfo
- Publication number
- EP2984026A1 EP2984026A1 EP14782843.8A EP14782843A EP2984026A1 EP 2984026 A1 EP2984026 A1 EP 2984026A1 EP 14782843 A EP14782843 A EP 14782843A EP 2984026 A1 EP2984026 A1 EP 2984026A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- boom
- profile
- corners
- boom part
- profile components
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000005275 alloying Methods 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000007669 thermal treatment 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
- B66C23/62—Constructional features or details
- B66C23/64—Jibs
- B66C23/70—Jibs constructed of sections adapted to be assembled to form jibs or various lengths
- B66C23/701—Jibs constructed of sections adapted to be assembled to form jibs or various lengths telescopic
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F11/00—Lifting devices specially adapted for particular uses not otherwise provided for
- B66F11/04—Lifting devices specially adapted for particular uses not otherwise provided for for movable platforms or cabins, e.g. on vehicles, permitting workmen to place themselves in any desired position for carrying out required operations
-
- 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
- B66C23/42—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 with jibs of adjustable configuration, e.g. foldable
Definitions
- the invention relates to a boom that is an elongated piece and comprises at least one elongated boom part.
- the cross-sectional profile of the boom part comprises a top, two opposite sides, a bottom, and corners between these.
- the invention further relates to a personnel hoist.
- Elongated booms are used in various work machines and movable devices.
- the boom is movably connected to a carrier and its outermost end usually has a work device.
- the boom may be quite long, which is why the deadweight of the boom may be great.
- the cross-sectional profile of the boom is substantially a rectangle, often an oblong.
- a drawback in the present booms is that the ratio between stiffness and weight is unsatisfactory.
- the boom of the invention is characterised in that the cross- sectional profile of the boom part comprises at least three profile components that are fastened to each other by longitudinal seams, and the seams between the profile components are at a distance from the corners of the boom part.
- the personnel hoist of the invention is characterised in that the boom of the personnel hoist is in accordance with claim 1.
- the boom comprises at least one boom part, the cross-sectional profile of which has a top, two opposite sides, and a bottom opposite the top.
- the sides are at a greater distance from each other and the centre line of the boom part at the bottom-side end than at the top-side end.
- the sides comprise at least three planar surfaces and corners between them.
- the bottom of the boom part cross-section is trough-shaped in such a manner that it has at least five planar surfaces and corners between them.
- An advantage of the present solution is that the cross-section of the boom part has a large number of corners that stiffen the structure.
- the corners divide at least the sides and bottom into sections so they have relatively small uniform surface areas. This way, it is possible to prevent the surfaces from buckling.
- the bottom parts of the sides widen outward, the sideward stiffness of the boom part as well as the rotational stiffness can be increased. All in all, the present solution provides good stiffness in relation to the mass.
- the idea of an embodiment is that, in the operational position of the boom part, the sides move on the vertical plane.
- the top of the boom part forms the top part of the cross-sectional profile and the bottom forms the bottom part of the profile.
- the upward direction then means toward the top and the downward direction means toward the bottom.
- both sides of the boom part comprise three planar surfaces and corners between them. Highest up, i.e. closest to the top, there is a vertical top part. Lowest down, i.e. closest to the bottom, there is a vertical bottom part.
- the top and bottom parts may be parallel.
- the bottom part is at a greater horizontal distance away from the centre line of the boom part.
- the profile is then wider at the bottom. Between the top and bottom parts of the side, there is an oblique section.
- the bottom of the boom part is trough-shaped in such a manner that the inner surface side of the bottom is concave and its outer surface side is convex.
- the bottom comprises several planar surfaces that are connected to each other by longitudinal corners. Instead of large surfaces, the bottom then has several smaller surfaces with a smaller buckling susceptibility than that of large surfaces.
- the bottom has several corners that stiffen the structure. Compression stress is directed to the bottom of the boom part during use and tries to bend the bottom and its parts toward the inside of the profile. This buckling of surfaces can be effectively avoided with the disclosed structure.
- the bottom of the boom part comprises at least five planar surfaces and corners between them. There are five planar surfaces on both the outer surface side and the inner surface side of the bottom. A centre part is in the middle of the bottom and on both sides thereof, there are two obliquely upward directed oblique sections with edge sections extending from them. The centre part of the bottom may be horizontal like the edge sections on the edges of the bottom.
- the bottom of the boom part comprises at least seven planar surfaces and corners between them. There are seven planar surfaces on both the outer surface side and the inner surface side of the bottom. A centre part is in the middle of the bottom and on both sides thereof, there are two obliquely upward directed oblique sections at different angles and edge sections extending from them. The centre part of the bottom may be horizontal like the edge sections on the edges of the bottom.
- edges of the boom part bottom have the above-mentioned edge sections with horizontal planar surfaces on the inner surface side and the outer surface side of the boom part. These planar surfaces of the edge sections are utilised as support surfaces that may receive loads from other boom parts on the outer side and inner side of the boom part.
- the support surface can be equipped with a slide piece, such as a slide block or rod, that may be made of a suitable slide bearing material.
- the horizontal edge section of the boom part bottom connects through a rectangular corner to the vertical bottom part of the profile side.
- the profile then comprises two orthogonal corners that are at the greatest possible horizontal distance from each other on the profile. These corners act as efficient stiffeners in the structure.
- the boom part comprises several elongated profile components fastened to each other.
- the boom part is formed of more than two profile components that have differing cross-sectional profiles.
- the profile components that are fastened to each other by longitudinal seams form together the cross-sectional profile of the boom part.
- the length of each profile component corresponds to the length of the boom part.
- the boom part comprises at least four profile components fastened to each other by longitudinal seams.
- the cross-sectional profile of the boom part may then have one top profile component, two side profile components and one bottom profile component.
- the boom part comprises at least four profile components fastened to each other by longitudinal seams.
- the seams between the profile components are at a distance from the two top corners and the two bottom corners of the boom part.
- the corners between the top and sides as well as the corners between the bottom and sides are without seams.
- Slide pieces can be arranged at the top and bottom corners of the boom part, in which case it is advantageous not to have seams in the corners.
- the side surfaces of the corners may act as slide surfaces on both the inner surface and outer surface side of the boom.
- the boom part comprises six longitudinal profile components fastened to each other.
- the cross-sectional profile of the boom part may then have one top profile component, two side profile components, two corner profile components and one bottom profile component. This embodiment makes it possible to vary the boom part in many ways,
- the boom part comprises several profile components fastened to each other.
- the properties of the boom part can be influenced by the selection of the profile components without changing the basic shape of the boom part cross-section. For instance, it is then possible to increase or decrease the wall thickness of each profile component. Further, it is possible to influence the strength and other properties of the boom part by the selection of the material of the profile component. For instance, it is then possible to select structural steels having different strength classes for use in different profile components. This embodiment permits the tailoring of the boom part for each device.
- the boom part comprises two or more profile components, the materials of which have different strength properties.
- the materials may be of the same basic material, such as steel, but their strengths may be different due to alloying, thermal treatment, deformation or some other matter.
- the cross-sectional profile of a boom part made of steel, for instance, may comprise two or more sections having different strength classes.
- the boom part comprises two or more profile components that are made of different basic materials.
- the cross-sectional profile of the boom part may then have a section made of steel and a section made of aluminium or composite metal.
- the profile components made of different basic materials there are longitudinal seam surfaces that may be fastened to each other by gluing, screws or rivets, for instance, if they cannot be welded together.
- the boom part comprises two or more profile components, the wall thicknesses of which differ from each other.
- the boom part comprises several profile components connected to each other by seams.
- the boom part then has at least a top profile, two side profile components and a bottom profile component, each having a wall thickness.
- the wall thickness of the bottom profile component is larger than those of the side and top profile components.
- the boom part comprises several profile components connected to each other by seams.
- the boom part then has at least a top profile, two side profile components and a bottom profile component.
- Each profile component is a uniform piece made of one material.
- the profile components then have no seams.
- the profile components comprise planar surfaces with corners between them, the corners being without seams.
- the boom part comprises two or more profile components.
- the cross-sectional profile of the boom part is asymmetric in such a manner that the side profile components forming the opposite sides of the profile differ from each other.
- the wall thickness or material properties, such as strength values, of the side profile components may be different.
- This embodiment may be used when an uneven load is directed to the boom. For instance, in a personnel hoist, a personnel cage and its auxiliary boom may be fastened by turning members to one side of the boom, in which case an asymmetric load is directed to the boom. Due to the component structure of the boom part, there is no need to use separate additional stiffeners fastened to the sides of the boom part.
- the profile components of the boom part are formed by roll forming.
- the shape of an individual profile component may be relatively simple and open. Manufacturing profile components of this type by roll forming is fast and cost-efficient.
- roll forming produces dimensionally accurate and good-quality elongated pieces that comprise bends.
- the profile components of the boom part are formed by roll forming of one material, and they comprise several planar surfaces and corners between them.
- the roll-formed profile component is then one uniform piece without seams.
- the side view of the boom part differs on one planar surface.
- the corners stiffen the structure and divide the surface into smaller sections to avoid buckling.
- the side view comprises several smaller buckling fields, the buckling susceptibility of which is smaller than that of a large surface or area.
- the bottom view of the boom part differs on one planar surface.
- the top of the boom part comprises at least three planar surfaces and longitudinal corners between them. In the middle of the top, there is a horizontal planar surface, and on the sides, oblique sections directed downward at a small angle. In comparison with the bottom, the angles of the oblique surfaces of the top are clearly smaller than those of the oblique surfaces of the bottom.
- the boom is a telescope boom that can be extended and shortened.
- the boom then has a fixed boom part and at least one movable boom part arranged at least partly inside the fixed boom part.
- the movable boom part can also be moved in relation to the fixed boom part, when the boom is loaded.
- the idea of an embodiment is that between at least two nested boom parts, there is at least one longitudinal device space. Mechanisms required to move the boom parts, for instance, can be arranged in the device space. Further, hydraulic pipes or channels, electric cables or other means intended for transmitting energy or medium can be arranged in the device space.
- the profile shape described above makes it possible to provide sufficiently large device spaces into the structure.
- the idea of an embodiment is that the length of the boom part is over 8 metres, typically 8 to 14 metres.
- the boom is the boom of a personnel hoist.
- the lower end of the personnel hoist boom is fastened to a turning frame or corresponding fastening point on a movable carrier.
- the upper end of the boom has a personnel cage.
- the boom of a personnel hoist should be movable under load, which is why the cross-section of the boom part must also retain its shape under load.
- Figure 1 is a schematic side view of a personnel hoist that comprises a movable carrier and a boom connected to it,
- Figure 2 is a schematic side view of a boom provided with a personnel cage
- Figure 3 is a schematic view of the cross-section of a boom part
- Figure 4 is a schematic and perspective view of the boom part of
- Figure 5 is a schematic view of the cross-section of a boom part with several profile components
- Figure 6 is a schematic view of the cross-section of a boom part, in which the bottom is made of material with a greater wall thickness than those of the other sections,
- Figure 7 is a schematic view of the cross-section of a boom part, in which the wall thicknesses of the sides differ from each other, and
- Figure 8 is a schematic view of a boom with several boom parts arranged inside each other to provide a telescopic boom.
- Figure 1 shows a personnel hoist 1 that comprises a movable carrier 2 and a boom 3 arranged on it.
- the boom has several boom parts 9, that are partly inside each other and that may be moved in relation to each other so that the boom 3 can be extended and shortened.
- One end of the boom 3 is connected to the carrier 2 with a turning frame 5.
- the other end of the boom 3 has a personnel cage 6.
- the boom 3 can be moved in a versatile manner up, down and to the side so that the personnel cage can be positioned in a desired place.
- the length of the boom 3 can be altered while the personnel cage 6 is loaded.
- the boom 3 may be extendable to be very long, so it should have good stiffness in relation to weight.
- the boom 3 and boom part 9 described in this patent application can be utilised in a personnel hoist 1 similar to that in Figure 1 , for example.
- FIG. 2 shows that the boom 3 may comprise a lower boom 3a and an upper boom 3b that are coupled together with a joint 7. At the lower end of the boom 3, there is also a joint 8 for lifting and lowering the boom 3.
- the boom 3 can be turned sideways by means of the turning frame 5.
- the lower boom 3a and the upper boom 3b comprise at least two boom parts 9, of which at least one is a fixed boom part 9a and at least one is a telescopically movable boom part 9b.
- the boom parts 9 are generally quite long, typically 10 to 12 metres in length.
- the boom parts 9a, 9b may be as described in this patent application.
- FIG 3 shows the cross-sectional profile of a boom part 9 that comprises a top 10, two opposite sides 11 and a bottom 12 with corners NU and NL between them.
- Sides 11 comprise three planar surfaces T with corners N between them.
- the sides 11 widen outward at the bottom 12 side end, in other words, the bottom parts of the sides on the bottom side are at a longer horizontal distance L2 from the centre axis 13 than the top parts of the sides 11.
- the bottom 12 is, in turn, trough-shaped.
- the bottom 12 may have seven planar surfaces T with corners N between them.
- the structures of the sides 11 and bottom 12 have a large number of corners N that stiffen the structure.
- the planar surfaces T in them are small to prevent buckling.
- the bottom 12 has external horizontal planar surfaces T1 and corresponding internal planar surfaces T2 that may act as support surfaces between the boom parts that are arranged inside each other. Slide pieces can be ar- ranged against these support surfaces T1 , T2, as illustrated later on in Figure 8.
- FIG. 3 also shows that the top 10 may comprise several planar surfaces T and corners N between them.
- FIG. 4 is a perspective view of the boom part 9.
- Each side 11 of the boom part 9 comprises three planar surfaces and corners between them. Highest up is a vertical top part 20. Lowest down is a vertical bottom part
- top part 20 and bottom part 21 may be parallel. In some cases, the top part 20 and the bottom part 21 may be at a slight angle to the vertical. The bottom part 21 is at a greater horizontal distance from the centre line of the boom part. Between the top 20 and bottom 21 parts, there is then an oblique section
- the bottom 12 of the boom part 9 is trough-shaped in such a manner that the inner surface side of the bottom is concave and the outer surface side is convex.
- the centre part 23 of the bottom may be horizontal like the edge sections 26.
- FIG. 5 shows that the cross-section of the boom part 9 may comprise several profile components 14 that may be fastened to each other by seams S.
- the seams S are longitudinally to the boom part 9.
- the seams S may be welds, for instance.
- the seams S may be butt seams.
- the top 10 of the boom part 9 may be formed of a top profile component 14a.
- the sides 11 may be formed of side profile components 14b and 14c.
- the bottom 12 may be formed of a bottom profile component 14d.
- the seams S are positioned at a distance from the corners NU and NL, which is advantageous for strength.
- the top profile component 14a may then have vertical sections 29 that extend to the side 11.
- the corner profile components 14e and 14f may have sections 30 that extend toward the oblique sections 25 of the bottom profile component 14d.
- Figures 6 and 7 illustrate the fact that the wall thicknesses of the boom part 9 top 0, sides 11 and bottom 12 formed of profile components may differ in size from each other, if necessary.
- the wall thickness W1 of the bottom 12 has been made larger by means of the bottom profile component.
- the wall thickness W2 of the top 10 is dimensioned to be smaller than the wall thickness W3 of the sides 11.
- Figure 7 shows that the structure may be asymmetrical in relation to the centre line C in such a manner that the wall thicknesses W4 and W5 of the opposite sides 11 differ from each other. It is possible to use not only different wall thicknesses, but also profile components that differ in strength, material and other properties to achieve as good a ratio between stiffness and weight as possible for each requirement.
- Figures 6 and 7 do not show the seams between the profile components. However, the seams are positioned away from the area of the top corners NU and bottom corners NL of the boom part.
- FIG 8 is a strongly simplified view of the structure of a boom 3.
- the boom 3 comprises five boom parts 9a to 9e inside each other. Naturally, there may be fewer or even more boom parts, for example 7.
- the outermost boom part 9a is a fixed boom part, in relation to which the moving boom parts 9b to 9e can move horizontally.
- a few slide pieces 15 that may be supported against the support surfaces on the bottoms of the boom parts are marked in Figure 8.
- the slide pieces may be corner pieces 15a, 16a, in which case their cross-sectional profile resembles the letter L. These corner parts can be used, when there are no seams in the corners NU and NL of the boom parts.
- the seams are positioned away from the slide surfaces that come against the slide pieces.
- the side profile components can be dimensioned in such a manner that required device spaces 17 for moving mechanisms remain between the boom parts.
- the bottom profile components can be dimensioned in such a manner that required device spaces 18 are provided for cables, hoses and corresponding energy supply means.
- the device spaces 17 and 18 can be formed relatively easily and without harmfully affecting the stiffness of the structure.
- the device spaces 17, 18 can be dimensioned to be sufficiently large, which facilitates the assembly and maintenance of the boom 3.
- features disclosed in this application may be used as such, regardless of other features.
- features disclosed in this application may be combined in order to provide different combinations.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Jib Cranes (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL14782843T PL2984026T3 (en) | 2013-04-11 | 2014-04-10 | Boom and personnel hoist |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI20130107 | 2013-04-11 | ||
FI20135363A FI126628B (en) | 2013-04-11 | 2013-04-12 | Boom and elevator |
PCT/FI2014/050261 WO2014167188A1 (en) | 2013-04-11 | 2014-04-10 | Boom and personnel hoist |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2984026A1 true EP2984026A1 (en) | 2016-02-17 |
EP2984026A4 EP2984026A4 (en) | 2016-11-23 |
EP2984026B1 EP2984026B1 (en) | 2018-09-05 |
Family
ID=51689001
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14782843.8A Active EP2984026B1 (en) | 2013-04-11 | 2014-04-10 | Boom and personnel hoist |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP2984026B1 (en) |
ES (1) | ES2699577T3 (en) |
FI (1) | FI126628B (en) |
PL (1) | PL2984026T3 (en) |
WO (1) | WO2014167188A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021105136A1 (en) * | 2019-11-27 | 2021-06-03 | Magni Telescopic Handlers S.R.L. | Telescopic handler |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4016688A (en) * | 1975-05-27 | 1977-04-12 | Fmc Corporation | Extensible crane boom structure |
DE3015599A1 (en) | 1980-04-23 | 1981-10-29 | Peter Dipl.-Ing. Dr. 4000 Düsseldorf Eiler | Telescopic jib for mobile crane - has hollow triangular aluminium sections reinforced by steel inserts in contact with rollers |
CA2157340C (en) * | 1994-09-27 | 1998-06-09 | Donald C. Hade, Jr. | Carrier track system for independent and/or synchronized operation of a multi-section telescopic boom structure |
DE19624312C2 (en) * | 1996-06-18 | 2000-05-31 | Grove Us Llc | Telescopic boom for mobile cranes |
DE19948830B4 (en) * | 1999-10-06 | 2005-11-24 | Terex-Demag Gmbh & Co. Kg | Telescopic boom for cranes |
RU2497745C2 (en) | 2007-09-05 | 2013-11-10 | Палфингер Аг | Shape of channel for crane section |
-
2013
- 2013-04-12 FI FI20135363A patent/FI126628B/en active IP Right Grant
-
2014
- 2014-04-10 PL PL14782843T patent/PL2984026T3/en unknown
- 2014-04-10 ES ES14782843T patent/ES2699577T3/en active Active
- 2014-04-10 EP EP14782843.8A patent/EP2984026B1/en active Active
- 2014-04-10 WO PCT/FI2014/050261 patent/WO2014167188A1/en active Application Filing
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021105136A1 (en) * | 2019-11-27 | 2021-06-03 | Magni Telescopic Handlers S.R.L. | Telescopic handler |
Also Published As
Publication number | Publication date |
---|---|
EP2984026A4 (en) | 2016-11-23 |
FI20135363A (en) | 2014-10-12 |
FI126628B (en) | 2017-03-15 |
ES2699577T3 (en) | 2019-02-11 |
PL2984026T3 (en) | 2019-03-29 |
WO2014167188A1 (en) | 2014-10-16 |
EP2984026B1 (en) | 2018-09-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3481490A (en) | Telescopic jib for jib cranes | |
JP5686121B2 (en) | Stacker crane | |
US9540216B2 (en) | Crane having a truss girder with flattened braces | |
US5314083A (en) | Telescopic tower | |
US4168008A (en) | Telescopic crane boom having corrugated boom sections | |
EP2548834A1 (en) | Tailor welded panel beam for construction machine and method of manufacturing | |
US10479654B2 (en) | Crane girder for a crane | |
US20100031600A1 (en) | Load Bearing Frame | |
KR20120085843A (en) | Structure | |
CN104988994A (en) | Combined component | |
EP2984026B1 (en) | Boom and personnel hoist | |
EP3016850B1 (en) | Container-like cargo transport unit for transporting cylindrical cargo items, such as coils | |
US6978907B2 (en) | Telescopic jib for a vehicular crane | |
JP2017047989A (en) | Reinforcement structure of latticed boom | |
EP2791042B1 (en) | Frame for a car of a passenger/freight elevator, and such a car and passenger/freight elevator | |
US20120074089A1 (en) | Telescopic section and crane with a telescopic section | |
KR102240259B1 (en) | Container-like cargo transport unit for transporting cylindrical cargo, such as reels | |
US20110100943A1 (en) | Mast for a stacker crane | |
RU175228U1 (en) | Crane boom | |
RU2019143396A (en) | BEARING STRUCTURE FOR THE CRANE AND SIMILAR WORKING MACHINES, AS WELL AS A CRANE WITH SUCH BEARING STRUCTURE | |
RU187119U1 (en) | MOBILE CRANE RUNNING FRAME | |
CN109501961B (en) | Sectional slideway connecting mast based on special-shaped reinforcing structure | |
JP6684159B2 (en) | Telescopic jib crane | |
RU221161U1 (en) | TELESCOPIC BOOM OF LIFTING MACHINE | |
US20240209587A1 (en) | Mast element, in particular leader element, for a construction machine |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20151006 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
DAX | Request for extension of the european patent (deleted) | ||
A4 | Supplementary search report drawn up and despatched |
Effective date: 20161024 |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: B66C 23/70 20060101AFI20161018BHEP Ipc: B66C 23/42 20060101ALI20161018BHEP Ipc: B66F 11/04 20060101ALI20161018BHEP |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20180403 |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: B66C 23/70 20060101AFI20180316BHEP Ipc: B66F 11/04 20060101ALI20180316BHEP Ipc: B66C 23/42 20060101ALI20180316BHEP |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1037555 Country of ref document: AT Kind code of ref document: T Effective date: 20180915 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602014031867 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ISLER AND PEDRAZZINI AG, CH |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181206 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181205 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20181205 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2699577 Country of ref document: ES Kind code of ref document: T3 Effective date: 20190211 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 1037555 Country of ref document: AT Kind code of ref document: T Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20190105 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20190105 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602014031867 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
26N | No opposition filed |
Effective date: 20190606 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20190410 Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20140410 Ref country code: MT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20220311 Year of fee payment: 9 Ref country code: CZ Payment date: 20220311 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180905 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20220421 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20220420 Year of fee payment: 9 Ref country code: IT Payment date: 20220415 Year of fee payment: 9 Ref country code: IE Payment date: 20220414 Year of fee payment: 9 Ref country code: GB Payment date: 20220421 Year of fee payment: 9 Ref country code: FR Payment date: 20220414 Year of fee payment: 9 Ref country code: ES Payment date: 20220509 Year of fee payment: 9 Ref country code: DE Payment date: 20220422 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20220419 Year of fee payment: 9 Ref country code: BE Payment date: 20220421 Year of fee payment: 9 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 602014031867 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: EUG |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MM Effective date: 20230501 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20230410 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20230430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230410 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230411 Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230501 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230430 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230410 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230430 Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20231103 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230410 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230430 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MM4A |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230410 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230410 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230410 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20240603 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230411 |