EP3495309B1 - Système de pont roulant - Google Patents

Système de pont roulant Download PDF

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Publication number
EP3495309B1
EP3495309B1 EP18000881.5A EP18000881A EP3495309B1 EP 3495309 B1 EP3495309 B1 EP 3495309B1 EP 18000881 A EP18000881 A EP 18000881A EP 3495309 B1 EP3495309 B1 EP 3495309B1
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EP
European Patent Office
Prior art keywords
crane
crane system
girder
bridge
sections
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.)
Active
Application number
EP18000881.5A
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German (de)
English (en)
Other versions
EP3495309A1 (fr
Inventor
Petzold Heiko
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Iws System GmbH
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Iws System GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Iws System GmbH filed Critical Iws System GmbH
Publication of EP3495309A1 publication Critical patent/EP3495309A1/fr
Application granted granted Critical
Publication of EP3495309B1 publication Critical patent/EP3495309B1/fr
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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C5/00—Base supporting structures with legs
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • B66C19/02—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries collapsible

Definitions

  • the invention relates to a bridge crane system with at least one horizontally extending crane girder which can be moved on or on running tracks arranged parallel to one another and on which a crane trolley is arranged to be movable with a hoist.
  • Bridge crane systems essentially consist of two crane girders that can be moved on parallel running tracks and are provided with end girders.
  • a trolley or crane trolley is arranged to be movable along the crane girder.
  • the raceways and crane girders consist of double-T profiles, at the end of which connecting flanges with holes are attached at the factory, and these can be barred with appropriate connection surfaces during final assembly at the place of use.
  • the parallel running tracks are connected to the floor via stands, the height of the stands depending on the one hand on the height of the installation location and on the other hand on the size of the loads to be lifted.
  • Such crane systems are installed, for example, in machine houses, production and assembly halls, with the uprights for receiving the running rails of the bridge crane being firmly anchored to the ground at the place of use, for example by screwing them to special foundations.
  • a bridge crane with a bridge that can be moved on two rails, a lifting device for lifting an elongated lifting frame known, which serves to accommodate an elongated load, the lifting frame being supported in two vertically aligned lifting frame guides attached to the lateral edge areas of the bridge, so that it is secured against tilting out of its vertical position, with a horizontal synchronizing shaft being provided on the lifting frame, which is mounted in the lifting frame and is in engagement with one gear in each case in a rack arranged vertically on the lifting frame guide.
  • a bridge crane with two head girders that can be moved on parallel running tracks and at least one main girder in the form of a steel profile with a constant cross-section and provided with at least one guide track for a trolley is known.
  • the steel profile in the form of a double-T profile extends between the head beams and its ends are connected to flanges attached to the head beams.
  • the connection between the flanges of the head girder and the main girder is non-positive.
  • screw connections are provided which at the same time pass through the respective flange and a profile section of the main beam.
  • the DE 10 2015 101 755 A1 relates to a crane, in particular a bridge crane or gantry crane, with at least one horizontally extending crane girder designed as a lattice girder with several struts, on which a crane trolley can be moved with a hoist, with at least some of the struts being planar and the planar struts each having a flat main surface have, each extending transversely to a longitudinal direction of the crane girder.
  • a crane runway structure for at least one crane traveling on at least one track, in particular for a bridge crane traveling on two tracks.
  • This comprises a track girder, elongated in the direction of the track, made of at least one girder section made of reinforced concrete, a support system made of reinforced concrete pieces, the upper ends of which each support the girder sections via a head part and the lower ends of which are anchored in the ground via a foot part, the foot part being connected by preferably four deep foundation piles is.
  • An adjustable bearing in each case in the area of the head part and / or the foot part is provided for adjusting the track support in accordance with the desired course of the track.
  • the DE 10 2010 052 433 A1 describes an actuation system for moving a payload.
  • the actuation system comprises an overhead crane, a trolley and a gripper and is designed to move a payload.
  • a first actuator is functionally connected to the bridge crane.
  • the overhead crane is configured to move along an X-axis in response to the first actuator being actuated.
  • the trolley extends away from the overhead crane.
  • a second actuator is operatively connected to the trolley.
  • the trolley is configured to move along a Y-axis in response to the second actuator being actuated.
  • the end effector extends away from the trolley and is configured to support a payload.
  • a third actuator is functionally connected to the end effector.
  • the end effector is configured to rotate about the Z-axis in response to the third actuator being actuated to rotate the end effector.
  • Each actuator is located in spaced relation to the overhead crane, the trolley and the end effector.
  • a crane system for transporting and possibly lifting and lowering loads, at least consisting of a longitudinal crane profile that can be attached to supports and a carriage that can be moved along the longitudinal profile of the crane with means for receiving or holding loads, with the carriage being displaced along the longitudinal profile of the crane by means of an electric motor drive he follows.
  • the invention relates to a crane system for transporting and, if necessary, lifting and lowering loads, consisting of a crane longitudinal profile that can be displaced on spaced-apart, parallel cross members and a chassis that can be moved along the crane’s longitudinal profile with means for receiving or holding loads, the displacement of the chassis along the
  • the longitudinal profile of the crane and the displacement of the longitudinal profile of the crane along the parallel crossbeams are carried out by means of electric motor drives.
  • the DE 10 2011 103 593 A1 describes a crane system for transporting and, if necessary, lifting and lowering loads, at least consisting of a crane profile that can be fastened to supports or preferably indirectly to building parts forming a support, in particular a longitudinal crane profile and a chassis that can be moved along the crane profile by means of rollers with means for receiving or holding it of loads, further profile or surface parts are arranged on or in the crane profile, which form the running surface for the rollers of the chassis.
  • the DE 197 04 967 A1 relates to a gantry crane with at least one height-adjustable and essentially horizontal beam supported on masts and with a hoist which can be moved at least between the masts in a horizontal plane.
  • the gantry crane consists essentially of a frame, which is formed from girders that are connected to one another by means of corner connectors, and a hoisting gear carrier attached to the frame, in the longitudinal direction of which a hoisting gear can be moved.
  • masts are arranged to be longitudinally displaceable.
  • a toothed rack formed on the mast is provided in the longitudinal direction thereof.
  • a gear wheel rotatably mounted in the associated corner element engages in the rack.
  • the axis of rotation of the gear is arranged horizontally and is driven by an electric motor.
  • lifting devices can also be provided, the height adjustment being carried out by means of ropes or chains via pulleys attached to the corner elements.
  • the KR101270190 B1 describes a movable gantry crane with support post safety units.
  • the gantry crane includes left and right moving supports, beams, and left and right posts, with a plurality of wheels arranged on the lower left and right moving supports.
  • the left and right posts are slidable into the lower main posts and can be adjusted according to the height of the objects to be carried.
  • Safety units are provided at the connection points of the posts. These are cube-shaped and each have opposite two wedge-shaped inclined planes into which wedges are used for clamping.
  • the beams connect the tops of the left and right posts. On the underside of the carrier, hooks are attached so that they can move laterally. These are used to accommodate the objects to be carried.
  • the JP S57112891 U relates to an industrial robot in the form of a portal robot, a frame body carrying a robot working unit which can be moved by an element.
  • This element comprises a first movable frame and a second movable frame to which a handle movable in the Z-plane is attached.
  • the frame body is attached to the pillars via support post mounts.
  • the column fastenings consist of the support sections pushed onto the frame elements.
  • a connecting section with a column support section for the column is arranged on the support sections.
  • the pillars are either clamped into the support post mounting elements or screwed to them.
  • the U.S. 5,337,908 A discloses a bridge crane system, with at least one horizontally extending crane girder which can be moved on or on running tracks arranged parallel to one another and which forms the bridge girder on which a crane trolley is movably arranged with a hoist, and a basic frame.
  • the bridge crane system is built according to the modular principle, with the basic structure consisting of the vertical pillars, with the universal heads slid on, which consist of a mounting plate and two side plates with oblong holes opposite to it at right angles and are designed to be slidable on the vertical pillars for adjusting the raceways and cross members, the raceways and the cross members and these can be connected to one another by means of screw connections.
  • the crane systems are preferably set up at the customer's premises by specialists from the manufacturer, since welding work usually has to be carried out on the main girder and also on the bridge girder.
  • the object of the invention is to create a bridge crane that can be assembled in a modular system, can be assembled easily and quickly even by non-specialists after delivery by the manufacturer and that does not require complex foundations or anchoring in the sub-floor.
  • the bridge crane system according to the invention is designed as a modular system.
  • the corresponding basic structure of the bridge crane system consists of the vertical columns with pushed-on universal heads, the running tracks and the cross members.
  • the bridge girder with its undercarriage girders attached to the ends is movably arranged in the running tracks which are arranged parallel to one another.
  • the track, cross members and bridge girders preferably consist of a low-wear aluminum lightweight profile.
  • the lightweight aluminum profile for the raceways has a wear-resistant insert on which the rollers of the chassis beams are placed roll off.
  • the aluminum profile has internal and / or external conductor lines.
  • the ends of the pillars facing the floor are provided with so-called counterweights.
  • the counterweights which are designed as molded parts with the necessary statically determined weight, stand on the base plates of the upright columns and enclose them.
  • the invention is thus based on the basic idea of manufacturing the bridge crane system according to the invention according to the modular principle, with the bridge crane system being able to be expanded by simple modification or extension.
  • these bridge crane systems do not necessarily have to be connected to the subsurface in a fixed location, they are preferably suitable for a time-limited period of use at the place of use.
  • the use of the universal heads on the pillars is special.
  • these can consist of a mounting plate with side parts attached to it with longitudinal holes, which can be displaced on the upright columns and screwed via the holes arranged in the grid system.
  • the universal heads can also be designed in such a way that they consist of a head part that can be slipped onto the upper end of the vertical pillar and clamped to it, with profile mountings for the raceways and cross members arranged at right angles to one another being provided above the plug-on part formed from two clamping shells.
  • the universal heads can be moved on the pillars and clamped onto them after they have been set up.
  • FIG Figure 1 a schematic perspective view of the overhead crane 1 according to the invention, which is designed to move a payload in the x, y, z directions.
  • the bridge crane 1 consists of the standing columns 2, which are connected in the longitudinal direction by means of the raceways 3 and in the transverse direction with the cross members 5 .
  • 2 counterweights 6 are attached to the lower end of the pillars.
  • connection of the raceways 3 and the cross members 5, which form a frame, takes place by means of the universal heads 7 on the upright columns 2.
  • FIG. 11 shows a schematic perspective view of a corner area of the overhead crane 1 with a bridge girder 4 and FIG Figure 3 the column 2 with the universal head 7.
  • the columns 2 in connection with the universal heads 7 carry on the one hand the tracks 3 in which the chassis girders 8 of the bridge girder 4 can be moved, and on the other hand the cross beams 5, which are responsible for maintaining the parallel spacing of the Careers 3 care.
  • the upright columns 2 have a double-T profile, the opposing surfaces being provided with bores 11 in a predetermined grid dimension.
  • the universal heads 7 consist of a receiving plate and two opposite thereto is arranged at right angles to side plates 10 with the elongated holes 9. About the longitudinal holes 9, the universal heads are attached to the vertical columns 2 7 and be continuously adjusted within certain limits, whereby a leveling without the usual Shims is possible.
  • the universal heads are only roughly aligned in height and secured to the column 2 with screws. After the raceways 3 and the cross members 5 have been placed on the mounting plate of the universal heads and screwed, the adjustment can be made with appropriate measuring equipment and the universal heads 7 can be set exactly.
  • the construction of the universal heads 7 means that an existing system can be expanded or converted at any time without having to replace parts. Linking two existing systems is also possible without any problems.
  • the Figure 4 shows the counterweights 6 for attachment to the lower end of the vertical columns 2 to stabilize the crane system according to the invention.
  • the counterweights 6 are designed in the shape of a truncated pyramid and consist of two half-shells 13, 14 which are connected to one another by means of the screw connection 15.
  • the counterweights 6 are designed as molded parts with the necessary statically determined weight and stand on the base plates 12 of the upright pillars 2 and enclose the upright pillars.
  • the counterweights 6 are particularly suitable for crane systems that are only set up for a limited period of use.
  • the Figure 5 shows the chassis girder 8, which is screwed to the bridge girder 4 on both sides.
  • the chassis beam consists of an end plate 16, via the bores of which the rollers running in the raceways 3 are fastened.
  • the receptacle 17 which can be screwed to the bridge girder 4, is attached at a right angle to the end plate 16.
  • the Figure 6 shows another version of the universal head. This is designed as a clamping head 18 .
  • the clamping head 18 consists essentially of the two clamping shells 19, 20 and those attached to the top of the clamping shells 19, 20, At right angles to each other receiving profiles 21, 22, which are used to receive the track 3 and the cross member 5 .
  • the clamping heads 17 are pushed with their clamping shells 19, 20 onto the upright columns 2, which are located in the corner areas. After the tracks 3 and the cross members 5 have been installed , they are adjusted and clamped to the upright columns 2 by screwing them.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)

Claims (6)

  1. Système de grue à portique, comprenant au moins une poutre de grue s'étendant horizontalement et pouvant se déplacer sur des voies de roulement disposées parallèlement à distance les unes des autres, qui forme la poutre de pont (4) sur laquelle un chariot de grue avec un palan est supporté de manière mobile, et un châssis de base, le système de grue à portique (1) étant de conception modulaire, le châssis de base étant constitué des colonnes verticales (2), qui sont formées d'un double profilé en T avec des alésages (11) disposés dans les côtés opposés suivant an motif de grille, et d'une plaque de base (12) disposée à l'extrémité inférieure avec des têtes universelles enfichables (7) composées d'une plaque de réception et, perpendiculairement à celle-ci, de deux plaques latérales (10) avec des trous oblongs (9) et qui sont conçues pour être déplacées sur les colonnes verticales (2) afin de régler les rails (3) et les traverses (5), et avec des contrepoids (6) prévus aux extrémités des colonnes verticales orientées vers le sol, les rails (3) et les traverses (5), et qui peuvent être reliées les unes aux autres au moyen de raccords à vis.
  2. Système de grue selon la revendication 1,
    caractérisé
    en ce que la tête universelle (7) est conçue comme une tête de serrage (18), celle-ci étant formée par les coques de serrage (19, 20) et les profilés de réception (21, 22).
  3. Système de grue selon les revendications 1 et 2,
    caractérisé en ce que
    les rails de roulement (3), la poutre de pont (4) et la poutre transversale (5) sont de préférence fabriqués d'un profilé en aluminium léger à faible usure.
  4. Système de grue selon les revendications 1 à 3,
    caractérisé
    en ce qu'un insert résistant à l'usure, sur lequel roulent les rouleaux des poutres de chariot (8) de la poutre de pont (4), est prévu dans les profilés des chemins de roulement (3).
  5. Système de grue selon les revendications 1 à 4,
    caractérisé en ce que
    les profilés légers en aluminium destinés à être utilisés comme rails de roulement (3) présentent des lignes conductrices internes et/ou externes.
  6. Système de grue selon les revendications 1 à 5,
    caractérisé
    en ce que le contrepoids (6) a une forme de pyramide tronquée et est constitué de deux demi-coques (13, 14) qui peuvent être vissées ensemble.
EP18000881.5A 2017-11-09 2018-11-08 Système de pont roulant Active EP3495309B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202017005815.4U DE202017005815U1 (de) 2017-11-09 2017-11-09 Krananlage

Publications (2)

Publication Number Publication Date
EP3495309A1 EP3495309A1 (fr) 2019-06-12
EP3495309B1 true EP3495309B1 (fr) 2021-07-07

Family

ID=64270569

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18000881.5A Active EP3495309B1 (fr) 2017-11-09 2018-11-08 Système de pont roulant

Country Status (2)

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EP (1) EP3495309B1 (fr)
DE (1) DE202017005815U1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021126091B4 (de) 2021-10-07 2023-04-27 Torsten Hug Vorrichtung zur räumlich flexiblen Bereitstellung eines Hebesystems

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JPS5713581U (fr) * 1980-06-27 1982-01-23
JPS57112891U (fr) * 1980-12-30 1982-07-13
DE8210780U1 (de) * 1982-04-16 1982-08-05 Maier, Konrad Wolfgang, 6909 Walldorf Kran- und transportvorrichtung, insbesondere zum transport von grabsteinen und grabsteinplatten
DE3313640A1 (de) * 1983-04-15 1984-10-18 Alfred Dr.-Ing. 7900 Ulm Eggenmüller System zum aufbau von rahmen und gestellen
DE8908658U1 (de) * 1988-07-22 1989-10-26 Schwarz, Wilhelm, 8949 Kirchheim Lastbewegungsvorrichtung zum Einbau in Kraftfahrzeuge
US5337908A (en) * 1993-07-15 1994-08-16 Beck Jr John R Patient hoist
US5575607A (en) * 1994-11-02 1996-11-19 United Technologies Corporation Jet engine transport vehicle lift system and a build cell
DE29502958U1 (de) 1995-02-22 1996-04-18 Meseck, Willi, 86444 Affing Brückenkran
US5809591A (en) * 1996-03-19 1998-09-22 Lift Aid, Inc. Patient lift mechanism
JPH10157979A (ja) * 1996-11-29 1998-06-16 Toshiba Eng & Constr Co Ltd 組立式吊上装置
DE19704967C2 (de) * 1997-01-28 1999-08-05 Mannesmann Ag Portalkran, insbesondere zum Errichten von Bauwerken
EP1116683B1 (fr) 2000-01-10 2005-09-21 Gottwald Port Technology GmbH Structure porteuse pour une grue
CA2303619C (fr) * 2000-03-31 2009-12-08 Martin Faucher Structures de soutien
DE10021297A1 (de) 2000-05-02 2001-11-08 Fries Gmbh Heinrich De Brückenkran
SE533337C2 (sv) * 2008-08-25 2010-08-31 Itt Mfg Enterprises Inc Mobil lyftanordning
US8181799B2 (en) 2009-11-30 2012-05-22 GM Global Technology Operations LLC Actuation system configured for moving a payload
DE202010007517U1 (de) 2010-06-02 2010-08-26 Eepos Gmbh Kransystem
KR101270190B1 (ko) * 2012-11-13 2013-05-31 주식회사 삼덕티엘에스 포스트안전지지수단이 구비된 조립식 갠트리 크레인
DE102014109146A1 (de) 2014-06-30 2015-12-31 Eepos Gmbh Kransystem
DE102015101755A1 (de) 2015-02-06 2016-08-11 Terex MHPS IP Management GmbH Kran, insbesondere Brückenkran oder Portalkran, mit mindestens einem Kranträger

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Also Published As

Publication number Publication date
DE202017005815U1 (de) 2019-02-12
EP3495309A1 (fr) 2019-06-12

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