EP3256415A1 - Grue et procédé pour surveiller la sécurité de surcharge d'une telle grue - Google Patents

Grue et procédé pour surveiller la sécurité de surcharge d'une telle grue

Info

Publication number
EP3256415A1
EP3256415A1 EP16703432.1A EP16703432A EP3256415A1 EP 3256415 A1 EP3256415 A1 EP 3256415A1 EP 16703432 A EP16703432 A EP 16703432A EP 3256415 A1 EP3256415 A1 EP 3256415A1
Authority
EP
European Patent Office
Prior art keywords
torque
load
boom
crane
dead
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
Application number
EP16703432.1A
Other languages
German (de)
English (en)
Other versions
EP3256415B1 (fr
Inventor
Simon WIEST
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.)
Liebherr Components Biberach GmbH
Original Assignee
Liebherr Components Biberach 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 Liebherr Components Biberach GmbH filed Critical Liebherr Components Biberach GmbH
Publication of EP3256415A1 publication Critical patent/EP3256415A1/fr
Application granted granted Critical
Publication of EP3256415B1 publication Critical patent/EP3256415B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes 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
    • B66C23/88Safety gear
    • B66C23/90Devices for indicating or limiting lifting moment
    • B66C23/905Devices for indicating or limiting lifting moment electrical
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/16Applications of indicating, registering, or weighing devices
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C15/00Safety gear
    • B66C15/06Arrangements or use of warning devices
    • B66C15/065Arrangements or use of warning devices electrical
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes 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
    • B66C23/62Constructional features or details
    • B66C23/82Luffing gear
    • B66C23/821Bracing equipment for booms
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes 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
    • B66C23/88Safety gear
    • B66C23/90Devices for indicating or limiting lifting moment

Definitions

  • the present invention relates to a crane with a boom, to which at least one Lastabilitymi 'tte ⁇ is arranged be raised and lowered, with an overload protection device to the at least detecting means for detecting the projection and the load a load receiving means and wherein a monitoring device for monitoring the overload protection device is provided and has determining means for determining a boom holding and / or induced in a guy tensioning.
  • the invention also relates to a method for monitoring the overload protection device of such a crane.
  • the crane load is usually monitored by means of a crane control or an overload protection device implemented therein, if a critical load limit is reached, so that the crane threatens to fall over or is endangered in any other way in order then, if necessary, to switch off the corresponding drive devices of the crane in good time.
  • an overload protection device usually works with stored load curves, which for a respective discharge the allowable load by means of sensors, the actual outreach and the actual load are detected on the crane and compared with the load permitted by the stored load curve for the respective outreach.
  • the crane drives are switched off or at least slowed down by the overload protection device and / or a corresponding warning signal is displayed.
  • the actual load can be determined, for example, from the hoist cable taking into account the reeving, for example by means of a force sensor which indicates the driving force of the hoist winch or also deflection rollers or bottles assigned to the force sensors.
  • the projection ie the horizontal distance from an assumed tilting axis, in particular from the articulation or luffing axis of the boom, can be determined in various ways depending on the type of crane, for example by means of a position sensor which indicates the position of a cable winch, or an angular position sensor, the Indicates angle of attack of the boom or other suitable Ausladungssensoren, wherein a plurality of such sensors or detection means may be provided in combination with each other.
  • an overload protection device can only operate safely and reliably if the said detection means actually correctly and precisely detect the projection and the load and do not provide false values.
  • the load hook is driven with a double reeving, but the overload protection device only starts from a simple reeving, the load hook actually has twice as much load as indicated by the load detection means.
  • the overload protection device would assume false values of the actual overshoot and / or the actual load, so that despite Comparison with the permissible load value for the corresponding projection according to the stored load curve, the stability of the crane may be at risk.
  • the present invention is therefore based on the object to provide an improved crane and an improved method for monitoring the overload protection device, avoid the disadvantages of the prior art and advantageously develop the latter.
  • a precise and permanently reliable monitoring of the overload protection device and its load and Ausladungser initiatedsstoff is to be created without costly scaling.
  • the monitoring device determines a guy torque online from the continuously determined guy force, determines a load torque from the currently detected projection and the continuously detected load, determines a dead torque with the aid of stored crane data, the sum of said load torque and equalizes said dead moment with said guy torque and then, if a deviation detected during adjustment exceeds a tolerance threshold, emits an error and / or shutdown signal.
  • the evaluation unit determines that the guy torque calculated by the torque calculator does not coincide or deviates too much from the sum of the counteracting load and dead moments, it can be assumed that with the sensor system or the detection means of the overload protection device that the load and detecting a discharge, something is wrong or the overload protection device is calculating incorrectly.
  • the said tolerance threshold can be suitably set to take into account variable secondary loads such as wind forces, subsequently mounted billboards on the boom or other disturbance variables such as customary measuring tolerances.
  • the aforementioned angle detector can in principle be designed differently, for example, be an angular position sensor, which is mounted in the region of the rocking axis of the boom.
  • an angle detector and a Trommel eins- and / or drive position sensor may be provided which is associated with a retraction and / or detects the position of the guy rope and / or - boom for the boom and thus the boom angle.
  • the boom setting angle determined with the aid of said setting or tilt angle detector is taken into account both when determining the load torque and when determining the dead moment, since a change in the boom set angle both the projection of the load receiving means and the lever arm or the projection of the center of gravity of the jib can influence.
  • the monitoring device or its torque calculator can calculate the previously mentioned dead moment on the basis of the stored crane data, which may include the boom weight, the boom length, the center of gravity and / or the center of gravity distance from the luffing axis of the boom, taking into account said boom pitch.
  • the Auslegerwippwinkels be taken into account the fact that with increasingly steep set boom of the lever arm of the dead weight and thus the dead moment is smaller.
  • the torque calculator can also take into account the angle of attack for the load torque, since the lever arm or the overhang of the load-carrying means and thus the resulting load torque becomes smaller with the boom rising progressively steeper.
  • the boom setting angle determined by said angle detector or rocking angle transmitter can be taken into account not only in the calculation of the dead moment and the load moment, but also in the calculation of the rotating in the opposite direction Abspannmoments, as usually also changes the effective lever arm of the bracing by adjusting the boom angle.
  • the monitoring device or its moment calculator calculates from the respectively determined jib angle or rocking angle a lever arm of the clamping force on the boom, the projection of the at least one load receiving means and the lever arm of the dead load of the boom, in order to then, taking into account the respectively determined guying force, respectively calculate and balance the clockwise and anti-clockwise moments with the load and the stored boom dead weight.
  • the crane has more than one load-carrying means, for example in the form of a first load hook, which runs from a main part of the boom or a trolley, and a second load hook, which runs from a boom extension or a so-called Flyjib, can for the plurality of load-receiving means each individual lever arms determined or discharges are taken into account in order to precisely determine the respective generated load moments.
  • the monitoring device can advantageously assume that the lever arm can be related to a common tilting axis.
  • the monitoring device can relate all lever arms of the guy, load and dead load forces on the rocking axis of the boom, whereby a simple, yet sufficiently precise torque calculation can be achieved.
  • the calculation model used for this, which uses the monitoring device, is thereby considerably simplified without losing any accuracy.
  • it is also possible to use different or different tilting axes for the moment calculation for example the base of the tower of a tower crane or an undercarriage support point located below the boom.
  • the aforementioned calculation of the lever arms relative to the rocker axis of the boom considerably simplifies the calculation of moments.
  • a force transmitter can be assigned to the neck cable or the neck tensioning rod which holds the boom in order to directly measure the tensioning force.
  • at least one force transmitter of a guy strut or support for example in the form of a spire over which the guy stranding runs, be assigned to detect induced by the guy rope or rod reaction forces in the guy support.
  • force and / or strain and / or bending deformation sensor can be assigned to a structural part of the crane, which undergoes a corresponding deformation by the clamping force.
  • the bending moment introduced into the tower or the bending and / or expansion load resulting in the tower can be detected, which is a measure of the tension or reaction moment counteracting the load and dead moments.
  • the guy force used in the context of the present invention may mean the force directly induced in a guy or the cantilever, or a related reaction force that occurs in a structural part of the crane and provides a measure of the load and dead moments counteracting the jacking force. or reaction moment.
  • FIG. 1 is a schematic, fragmentary view of a tower crane with luffing boom and boom mounted extension on the boom in the form of a flyjib, as well as acting on the boom forces and moments,
  • FIGS. 1 and 2 show a data flow diagram for clarifying the determination of the load and unloading or lever arm values, the torque calculation derived therefrom and the comparison of the clockwise rotating moments with the counterclockwise rotating moments, and FIGS.
  • Fig. 3 a load curve of the overload protection device for a
  • the crane 1 can be designed as a construction crane or tower crane, which comprises a tower 2, which can be supported on a revolving platform 3, which can be seated on an undercarriage and rotated about an upright axis of rotation.
  • said tower 2 can also be anchored in a fixed manner in terms of rotation.
  • the aforementioned undercarriage may be designed as a truck, caterpillar or otherwise movable, but also be a firmly anchored or firmly supported support base.
  • Said tower 2 can carry a boom 3, which can be tilted up and down about a lying rocking axis 4, which can extend at the foot of the boom 3 and between tower 2 and boom 3.
  • the boom 3 When trained as a top rotator, the boom 3 can also be rotated about an upright axis, in particular the tower longitudinal axis about the tower 2.
  • Said boom 3 is braced by means of a bracing 5, wherein said brace 5 can have a neck cable 7 which can be adjusted by a retracting unit 7, by the angle of tipping or the angle of attack of the boom 3 preferably infinitely adjustable.
  • the aforementioned Nackenseil 7 may in this case be guided or deflected over an only indicated spire 8, but alternatively or additionally, other support struts and in particular instead of a guy rope and a guy rod can be provided.
  • a hoisting rope with a load hook 9 hinged thereto can run over a corresponding deflection roller in the area of the jib tip, wherein said load hook 9 or the hoist rope connected therewith could also be guided via a trolley running along the extension arm 3 in FIG can be moved in a known manner.
  • a boom extension 10 in the form of a flyjib can be attached to the boom 3, whereby a further load-bearing means in the form of a load hook 11 on a corresponding hoist rope can run off the said flyjib.
  • the boom 3 has a number of useful and dead load forces, which have different lever arms and, as shown in FIG. 1, exert torques on the boom 3 in a clockwise direction.
  • the running off of the boom 3 and the boom extension 10 load hooks 9 and 11 pull the boom 3 of FIG. 1 in a clockwise direction downwards, wherein the forces FQ + S and F * G + s respectively attached to the load hooks 9 and 11 respectively Payload and the rope and hook weight result.
  • the horizontal projection of said forces FG + S and F * G + S determines their lever arm IQ + S and IFJ with respect to the rocking axis 4 of the boom 3, which can be regarded as a tilting axis.
  • the dead load of the boom 3 tries to pull this boom 3 downwards in a clockwise direction with the force FA according to FIG. 1, said dead load resulting from the own weight of the boom 3, the dead weight of the flyjib or the boom extension 10 and optionally on it attached additional components such as a trolley rope, pulleys, headlights, winches, actuators and other attachments can put together.
  • the dead load representing dead load force F A can be regarded as attacking in the center of gravity S, cf. FIG. 1.
  • the aforementioned dead loads or weight forces and the geometry of the jib, including the distance of the center of gravity S from the teeter axis 4, can be stored in the form of crane data in a memory 12 of the crane control system 13.
  • the anchoring force FN which can be applied by the aforementioned Nackenseil the bracing 5 and shown in FIG. 1 in the counterclockwise direction, the boom 3 tries to pull up.
  • the aforementioned guy force F has the lever arm IN apparent in FIG. 1, which forms a straight line passing through the rocker axis 4 perpendicular to the neck cable 7.
  • F N x IN F A x + F G + sx IG + S + F * G + sx IFJ
  • the mentioned lever arms, IG + S and IFJ of the useful and dead loads and also the lever arm I of the clamping force F N are influenced by the angle of tilt or angle of attack of the arm 3, said lever arms I A , IG + S and IFJ the dead and payloads change significantly more with angular changes in the angle of attack of the boom 3 than the lever arm I of the guy F N , at least in the usual Anstellwinkel Anlagens of the boom 3, extending between a horizontal orientation of the boom 3 and an acute angle to Vertical upward pointing orientation of the boom 3 can reach.
  • An overload protection device 14 implemented in the crane control 13 determines the outreach of the payloads FG + S and F * G + s and suitable payloads themselves by means of suitable detection means 15 and 16.
  • an angle transmitter 17 can detect the rocking or angle of attack of the boom 3 the outreach, ie the said lever arms IG + S and IFJ, can be determined via the stored crane geometry or boom geometry data. If a trolley on the boom 3 movable, a Katz einsgeber can also be provided.
  • the lifting cables leading to the load hooks 9 and 11 may be provided with lifting force generators 18, which may be associated with the hoisting winch drives or deflection roller suspensions in order to determine the hoist rope forces. From the correspondingly determined load values and unloading values, said overload protection device 14 can carry out a comparison with one or more load curves, which can be stored in the memory of the crane control system 13. Such a stored load curve 23 is shown by way of example in FIG. 4.
  • a monitoring device 19 which consists of the aforementioned payloads and dead loads FQ + S, F * G + S and F A and the associated Ausladungs saddle or lever arms IG + S, IFJ and calculated on the boom 3 payload and dead load moments calculated. These useful and dead-load moments all act in a clockwise direction according to FIG. 1 and FIG. 2.
  • said monitoring device 19 or the torque calculator 20 implemented therein calculates the anti - clockwise torque acting on the boom 3 in the counterclockwise direction according to FIGS. 1 and 2, which results from the Tightening force F N and the associated lever arm l N results.
  • the angle of attack of the boom 3 is taken into account, which is measured by the aforementioned angle transmitter 17.
  • An evaluation unit 21 of the monitoring device 19 compares said counterclockwise rotating guy torque with the sum of clockwise rotating load and dead load moments, see FIG. 2. Specifically, said evaluation unit 21 determines the difference between said counterclockwise rotating guy torque and the sum of the clockwise and counterclockwise rotating torque moments. If the resulting difference exceeds a certain tolerance threshold, the evaluation unit 21 concludes that the overload protection device 14, in particular its detection means 5 and 16, is not working properly.
  • the evaluation unit 21 can, on the one hand, output an error message, which can be output on a display device in the crane cabin and / or on a display device on the radio terminal.
  • the evaluation unit 21 can also output a switch-off signal in order to switch off actuators, in particular a main hoist drive and / or a fly jib winch drive and / or a retractable drive.
  • the said tolerance threshold is used to take into account disturbance variables such as wind forces, subsequently mounted billboards on the boom or other disturbances and can be stored in the memory 12 of the crane control 13 in the form of a fixed, predetermined threshold value.
  • said tolerance threshold value can also be adapted to resulting disturbance variables, for example as a function of a wind measurement signal, in particular in such a way that the tolerance threshold is lowered with no or little wind and the tolerance threshold is increased with increasingly larger, stronger wind.
  • An adaptation of the tolerance threshold as a function of other factors is conceivable.
  • the monitoring device 19 can determine or sensor-detect the guy force FN by means of a force transmitter 24, said force transmitter 24 being able to be associated directly with the strap 5 or the neck cable 6.
  • the force transmitter 24 can detect the winch torque of the retraction unit 7, on which the neck cable 6 is wound up.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

Grue comprenant une flèche (3) sur laquelle au moins un moyen de suspension de charge (9, 11) est monté de manière à pouvoir être levé et descendu. Un dispositif de sécurité de surcharge (14) comprend des moyens de détection (15, 16) destinés à détecter la portée et la charge au niveau dudit moyen de suspension de charge (9, 11). Un dispositif de surveillance (19) est destiné à surveiller le dispositif de sécurité de surcharge (14) et possède des moyens de détermination (22) destinés à déterminer une force de haubanage qui retient la flèche (3) et/ou qui est induite dans un haubanage (5). Le dispositif de surveillance (19), en fonctionnement de la grue, détermine en ligne un moment de haubanage (FN x lN) à partir de la force de haubanage (FN) déterminée, détermine un moment de charge (FG+S x lG+ S +F*G+S x lFJ) à partir de la portée ( lG + S,I FJ) détectée et de la charge (FG+ S, F*G+ S) détectée, détermine un moment mort { FA x lA} à l'aide de données de grue mémorisées, compare la somme du moment de charge et du moment mort avec le moment de haubanage et délivre un signal de défaillance et/ou de mise hors circuit lorsqu'un écart entre le moment de haubanage et ladite somme du moment de charge et du moment mort dépasse un seuil de tolérance. L'invention concerne également un procédé de surveillance de la sécurité de surcharge de la grue.
EP16703432.1A 2015-02-09 2016-02-04 Grue ainsi que procédé pour surveiller la protection contre la surcharge d'une telle grue Active EP3256415B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202015001023.7U DE202015001023U1 (de) 2015-02-09 2015-02-09 Kran
PCT/EP2016/000188 WO2016128122A1 (fr) 2015-02-09 2016-02-04 Grue et procédé pour surveiller la sécurité de surcharge d'une telle grue

Publications (2)

Publication Number Publication Date
EP3256415A1 true EP3256415A1 (fr) 2017-12-20
EP3256415B1 EP3256415B1 (fr) 2020-01-08

Family

ID=55315380

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16703432.1A Active EP3256415B1 (fr) 2015-02-09 2016-02-04 Grue ainsi que procédé pour surveiller la protection contre la surcharge d'une telle grue

Country Status (8)

Country Link
US (1) US10597266B2 (fr)
EP (1) EP3256415B1 (fr)
CN (1) CN107207227B (fr)
BR (1) BR112017016438B1 (fr)
DE (1) DE202015001023U1 (fr)
ES (1) ES2775549T3 (fr)
RU (1) RU2709322C2 (fr)
WO (1) WO2016128122A1 (fr)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015001023U1 (de) 2015-02-09 2016-05-10 Liebherr-Components Biberach Gmbh Kran
DE202015001024U1 (de) * 2015-02-09 2016-05-10 Liebherr-Werk Biberach Gmbh Kran mit Überwachungsvorrichtung zum Überwachen der Überlastsicherung
DE102016104358B4 (de) * 2016-03-10 2019-11-07 Manitowoc Crane Group France Sas Verfahren zum Ermitteln der Tragfähigkeit eines Krans sowie Kran
DE102017113386A1 (de) * 2017-06-19 2018-12-20 Liebherr-Werk Nenzing Gmbh Hebezeug, insbesondere ein Mobilkran oder ein Seilbagger, mit einer Vorrichtung zur Überwachung des Aufricht- und Ablegevorganges eines Auslegersystems und entsprechendes Verfahren
CN109218126B (zh) * 2017-06-30 2023-10-17 中兴通讯股份有限公司 监测节点存活状态的方法、装置及系统
JP6956645B2 (ja) * 2018-02-06 2021-11-02 住友重機械建機クレーン株式会社 吊荷重演算装置
DE102018129352A1 (de) * 2018-11-21 2020-05-28 Liebherr-Werk Biberach Gmbh Kran sowie Verfahren zum Überwachen des Betriebs eines solchen Krans
CN111079259B (zh) * 2019-11-20 2023-06-20 湖南中联重科建筑起重机械有限责任公司 确定塔机头部载荷的方法及设备
FR3125032B1 (fr) * 2021-07-06 2023-07-07 Manitowoc Crane Group France Procédé de pilotage de grue pour sélectionner et appliquer une courbe de charge préférentielle en fonction de l’inclinaison d’un élément structurel de flèche
CN115901300B (zh) * 2022-10-24 2023-10-24 江苏省特种设备安全监督检验研究院 一种起重机工作状态防风抗滑能力监测装置及监测方法

Family Cites Families (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU368178A1 (ru) * 1969-10-17 1973-01-26 Б. В. Степанов , В. Д. Щербаков Центральное конструкторское бюро Главстроймеханизации Ограничитель грузоподъемности стрелового крана
US4752012A (en) * 1986-08-29 1988-06-21 Harnischfeger Corporation Crane control means employing load sensing devices
JPH07125987A (ja) * 1993-11-08 1995-05-16 Komatsu Mec Corp 移動式クレーンの吊り荷重、転倒モーメント検出装置
ES2123695T3 (es) * 1994-02-09 1999-01-16 Liebherr Werk Biberach Gmbh Procedimiento y dispositivo para limitar el par de carga de una grua giratoria de torre.
JP3281481B2 (ja) * 1994-06-29 2002-05-13 日立建機株式会社 クレーンの荷重演算装置
JP2000191286A (ja) * 1998-12-22 2000-07-11 Yutani Heavy Ind Ltd クレーンの実荷重検出方法および同装置
JP4224929B2 (ja) * 1999-07-16 2009-02-18 コベルコクレーン株式会社 クレーンの過負荷防止装置
DE10127403A1 (de) 2001-05-29 2002-12-05 Demag Mobile Cranes Gmbh Verfahren und Vorrichtung zur Ermittlung der Größe einer Last
US6769836B2 (en) * 2002-04-11 2004-08-03 Enviro-Pave, Inc. Hot-in-place asphalt recycling machine and process
RU2267458C1 (ru) * 2004-04-28 2006-01-10 Тульский государственный университет Система контроля грузовой устойчивости мобильных грузоподъемных машин
JP2008110825A (ja) * 2006-10-30 2008-05-15 Hitachi Sumitomo Heavy Industries Construction Crane Co Ltd 吊り荷重演算装置および過負荷防止装置
US10203268B2 (en) * 2008-12-04 2019-02-12 Laura P. Solliday Methods for measuring and modeling the process of prestressing concrete during tensioning/detensioning based on electronic distance measurements
NO337712B1 (no) * 2010-03-24 2016-06-06 Nat Oilwell Varco Norway As Anordning og fremgangsmåte for å redusere dynamiske laster i kraner
DE102011107754B4 (de) * 2011-06-10 2021-07-22 Liebherr-Werk Ehingen Gmbh Winkelbezogenes Verfahren zur Überwachung der Kransicherheit während des Rüstvorgangs, sowie Kran und Kransteuerung
CN202245857U (zh) * 2011-09-15 2012-05-30 成都东仑科技有限公司 力矩显示器
MX349168B (es) * 2012-02-17 2017-07-17 Columbus Mckinnon Corp Método y sistema de levantamiento de materiales.
DE102012221909A1 (de) * 2012-11-29 2014-06-05 Hirschmann Automation And Control Gmbh Kabelbruchdiagnose bei einem Kran
US9067766B1 (en) * 2013-09-16 2015-06-30 Jergens, Inc. Hoisting device and system and method for using the same
DE102014008094A1 (de) * 2014-06-02 2015-12-03 Liebherr-Werk Nenzing Gmbh Verfahren zum Steuern der Ausrichtung einer Kranlast und Auslegekran
US10078923B2 (en) * 2014-06-06 2018-09-18 Tulsa Winch, Inc. Embedded hoist human-machine interface
DE202015001024U1 (de) * 2015-02-09 2016-05-10 Liebherr-Werk Biberach Gmbh Kran mit Überwachungsvorrichtung zum Überwachen der Überlastsicherung
DE202015001023U1 (de) 2015-02-09 2016-05-10 Liebherr-Components Biberach Gmbh Kran
DE102015006117A1 (de) * 2015-05-11 2016-11-17 Liebherr-Werk Ehingen Gmbh Verfahren zum Betrieb eines Krans und Kran

Also Published As

Publication number Publication date
RU2017131350A (ru) 2019-03-11
CN107207227A (zh) 2017-09-26
RU2017131350A3 (fr) 2019-08-15
EP3256415B1 (fr) 2020-01-08
BR112017016438A2 (pt) 2018-04-10
US10597266B2 (en) 2020-03-24
DE202015001023U1 (de) 2016-05-10
RU2709322C2 (ru) 2019-12-17
WO2016128122A1 (fr) 2016-08-18
US20170334687A1 (en) 2017-11-23
ES2775549T3 (es) 2020-07-27
CN107207227B (zh) 2019-03-29
BR112017016438B1 (pt) 2022-05-03

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