EP1934129A1 - Chariot d'equilibrage modulaire pour grues, notamment pour grandes grues - Google Patents

Chariot d'equilibrage modulaire pour grues, notamment pour grandes grues

Info

Publication number
EP1934129A1
EP1934129A1 EP06805447A EP06805447A EP1934129A1 EP 1934129 A1 EP1934129 A1 EP 1934129A1 EP 06805447 A EP06805447 A EP 06805447A EP 06805447 A EP06805447 A EP 06805447A EP 1934129 A1 EP1934129 A1 EP 1934129A1
Authority
EP
European Patent Office
Prior art keywords
counterweight
movable
crane according
superstructure
crane
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
EP06805447A
Other languages
German (de)
English (en)
Other versions
EP1934129B1 (fr
Inventor
Rüdiger Zollondz
Alfons Weckbecker
Fritz-Botho Köster
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.)
Tadano Demag GmbH
Original Assignee
Terex Demag GmbH and Co KG
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 Terex Demag GmbH and Co KG filed Critical Terex Demag GmbH and Co KG
Publication of EP1934129A1 publication Critical patent/EP1934129A1/fr
Application granted granted Critical
Publication of EP1934129B1 publication Critical patent/EP1934129B1/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
    • B66C23/62Constructional features or details
    • B66C23/72Counterweights or supports for balancing lifting couples
    • B66C23/74Counterweights or supports for balancing lifting couples separate from jib

Definitions

  • the invention relates to all cranes that are equipped with a counterweight car, especially large cranes with a superstructure, with at least one boom and at least one counter-jib and a separately arranged, connected to the tip of the counter jib counterweight.
  • the invention can be applied to various types of cranes. These will be briefly explained below.
  • cantilever 1 and counter-cantilever 2 are articulated on a common structure, referred to as uppercarriage 3.
  • the superstructure 3 has at least one degree of freedom of movement relative to the ground or its foundation. In the type of degree of freedom, the crane types differ.
  • this superstructure 3 is rotatably connected to an undercarriage 4 which can move by means of crawler tracks or wheels on the ground.
  • the superstructure In a pillar crane, the superstructure is rotatably connected to a rack which stands on supports on the ground or on a pontoon. Mobile cranes can also be combined with supports.
  • ring lift In which the superstructure moves on a circular track.
  • the web does not necessarily have to be closed and does not have to be circular.
  • Other types of cranes are conceivable as long as the superstructure has at least one degree of freedom of movement relative to the ground or its foundation, the term foundation here meaning both an undercarriage, supports or a ring track,
  • the crane shown by way of example belongs to the prior art, is a lattice boom crawler crane and operates according to the Derrick-Kran principle, i.
  • the basic unit is designed without ballast and does not contribute to the stall torque.
  • ballast arrangements that either stand out from the ground or are based on counter carriages with crawler tracks or wheels.
  • ballast arrangements with small to medium loads lifting off is not always possible, or in derrick crane is generally not allowed.
  • high ballast weights required to achieve high load capacities require large-scale, complex and expensive movable versions.
  • counterweight cars with either crawler tracks (Lampson) or with wheels have been used.
  • crawler tracks Lampson
  • wheels In addition to the predominant in previous engineering practice approach to build a correspondingly large car, it is possible to use two cars in a tandem trailer. Both solutions are complex, expensive and hardly suitable for conversion to smaller cranes.
  • Superlift counterweight 5 is located below said counter-jib 2. It is connected to the tip of counter-jib 2 via super-lift carrying rods 6.
  • the superlift poles can also be formed as ropes, chains, hydraulic cylinders or other tension elements and be present in any number.
  • the counter-jib 2 is connected to the boom 1 via boom support rods 7 (whether ropes or rods or other tension elements play no role for the invention).
  • a load 8 on the boom 1 generates a force in the boom support rods 7, which in turn generates a force in the super lift support rods 6.
  • Superlift counterweight 5, which corresponds to the superlift lift bar force (in Figure 6), is referred to as activated superlift counterweight.
  • the superlift counterweight 5 is placed on or attached to a counterweight trolley 9.
  • the counterweight car has a chassis with wheels 10 or caterpillars.
  • a connection 11 between the uppercarriage 3 and the counterweight trolley 9 makes sense.
  • Counterweight 9 are very expensive individual pieces due to the high loads of several hundred tons and are designed for use on a crane of a certain capacity.
  • the division of the counterweights or is done so that the carrying capacity of the movable counterweight is below the maximum possible for this crane superlift counterweight and that the non-movable counterweight takes the difference to the maximum possible Superliftong.
  • the superstructure is arranged, i. whether he is, for example, on a movable undercarriage or on a - at least temporarily stationary - resting on the ground structure.
  • the superstructure has at least one degree of freedom of movement with respect to the ground or its foundation, that is to say that it is movable, in particular rotatable (about the vertical axis) in the horizontal plane.
  • the undercarriage can be moved by means of caterpillars or wheels on the ground.
  • the superstructure may also be designed as a ring lift and be horizontally rotatable on a arranged on the ground, open or closed loop.
  • the superstructure is designed as a ring lift and is horizontally rotatable on an open or closed loop arranged on a floating pontoon.
  • a traverse is provided on the movable counterweight, which is connected at the top with the tip of the counter jib and down with both the movable counterweight as well as not movable counterweight is connected.
  • the connection between traverse and movable counterweight is designed such that first the non-movable counterweight is raised before the movable counterweight is activated.
  • a simple design consists of a chain between traverse and movable counterweight whose length is adjusted so that it only tightens when the non-movable counterweight has lifted.
  • rods may be provided with a hinge or a bolt in a slot instead of a chain.
  • a further advantageous embodiment results if between the non-movable counterweight and the traverse at least one hydraulic cylinder or a cable shearing are present, because in this way the length of the connection can be varied.
  • This embodiment of the invention makes it possible to reverse the order of activation, so that first the movable counterweight is activated. This makes it possible to de-energize the connection between traverse and non-movable counterweight. In this condition, it is possible to release the complete non-moveable counterweight from the crosshead.
  • the counterweight may consist of several movable and non-movable units, which are arranged side by side, one behind the other or offset from one another.
  • the plurality of movable and non-movable counterweights can be rigidly or detachably connected to one another via one or more trusses, which are arranged side by side, behind one another or offset from one another.
  • the movable counterweight can be equipped with its own drive.
  • the movable counterweight is also referred to below as a counterweight car.
  • the counterweight is selected so that test loads associated with the rated capacities can be lifted, i. at nominal load, only part of this counterweight is activated (lifted off, without direct or indirect contact with the ground). Only the remainder, the so-called test load reserve, must be moved accordingly when turning or moving the crane with the load attached.
  • standard counterweight 9 is sufficient, which is supplemented by additional counterweight 13. Since the counterweight car can not carry the increased counterweight, it initially stops on the ground and according to the invention is connected to the mast top, so that first this part of the counterweight is activated and only then the counterweight located on the counterweight car.
  • the design of the existing counterweight carriage 9, preferably with its own drive additionally has the advantage that in the basic unit no additional rotary mechanism devices are needed to turn the larger masses generated.
  • the test load reserve available on the counterweight car at all times ensures that slippage is effectively avoided and that the drive power can be transmitted.
EP06805447A 2005-11-17 2006-10-13 Chariot d'equilibrage modulaire pour grues, notamment pour grandes grues Active EP1934129B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005055693 2005-11-17
DE102006010488A DE102006010488A1 (de) 2005-11-17 2006-03-01 Modularer Gegengewichtswagen für Krane, insbesondere für Großkrane
PCT/DE2006/001844 WO2007056970A1 (fr) 2005-11-17 2006-10-13 Chariot d'equilibrage modulaire pour grues, notamment pour grandes grues

Publications (2)

Publication Number Publication Date
EP1934129A1 true EP1934129A1 (fr) 2008-06-25
EP1934129B1 EP1934129B1 (fr) 2009-06-17

Family

ID=37668192

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06805447A Active EP1934129B1 (fr) 2005-11-17 2006-10-13 Chariot d'equilibrage modulaire pour grues, notamment pour grandes grues

Country Status (6)

Country Link
US (1) US8162160B2 (fr)
EP (1) EP1934129B1 (fr)
CN (1) CN101309850B (fr)
AT (1) ATE433944T1 (fr)
DE (2) DE102006010488A1 (fr)
WO (1) WO2007056970A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10336589B2 (en) 2006-10-27 2019-07-02 Manitowoc Crane Companies, Llc Mobile lift crane with variable position counterweight
US10457530B2 (en) 2009-08-06 2019-10-29 Manitowoc Cranes, Llc Lift crane with moveable counterweight
DE102014012661B4 (de) * 2014-08-22 2019-11-14 Liebherr-Werk Ehingen Gmbh Verfahren zum Betrieb eines Krans und Kran
US11208303B2 (en) 2014-01-27 2021-12-28 Manitowoc Crane Companies, Llc Lift crane with improved movable counterweight

Families Citing this family (22)

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DE102006015307A1 (de) 2005-11-17 2007-05-24 Terex-Demag Gmbh & Co. Kg Mobiler Großkran
US8960460B2 (en) * 2009-03-09 2015-02-24 Manitowoc Crane Companies, Llc Counterweight block and assemblies for cranes
JP5625377B2 (ja) 2010-02-09 2014-11-19 コベルコクレーン株式会社 移動式クレーン
CN102234076B (zh) * 2010-04-22 2013-04-24 上海三一科技有限公司 履带式配重小车的电气控制装置及其控制方法
DE102010063911A1 (de) 2010-12-22 2012-06-28 Terex Demag Gmbh Kran
CN103443016B (zh) * 2010-12-22 2015-06-03 特雷克斯起重机德国有限公司 起重机和用于使用从起重机操作回收的能量作为次能量源而操作起重机的方法
CN102320527B (zh) * 2011-09-29 2013-03-06 中联重科股份有限公司 配重平衡机构以及双臂架起重机
DE102012001377B4 (de) * 2011-12-01 2023-12-28 Liebherr-Werk Ehingen Gmbh Ballastwagen für einen Derrickkran
CN102556855B (zh) * 2012-02-22 2014-02-12 徐工集团工程机械股份有限公司 一种可变形的超大吨位履带起重机及其组合方法
US9702114B2 (en) 2012-04-03 2017-07-11 Harnischfeger Technologies, Inc. Counterweight system for an industrial machine
NO2694106T3 (fr) * 2012-09-12 2018-05-12
EP3099620A4 (fr) 2014-01-27 2017-10-11 Manitowoc Crane Companies, Inc. Mécanisme d'ajustement de hauteur pour un élément auxiliaire sur une grue
DE102015200358A1 (de) * 2015-01-13 2016-07-14 Terex Cranes Germany Gmbh Kran sowie Stützeinheit für einen derartigen Kran
JP6252555B2 (ja) * 2015-07-14 2017-12-27 コベルコ建機株式会社 移動式クレーン
JP6296102B2 (ja) * 2016-06-24 2018-03-20 コベルコ建機株式会社 移動式クレーンのガイラインとパレットウエイトとの接続方法及び移動式クレーン
DE102016212517A1 (de) 2016-07-08 2018-01-11 Terex Global Gmbh Gegengewichtsverstellvorrichtung für einen Kran, Kran sowie Verfahren zum Verstellen eines Gegengewichts an einem Kran
JP6740840B2 (ja) * 2016-09-29 2020-08-19 コベルコ建機株式会社 クレーン
DE102017206349B4 (de) 2017-04-12 2019-04-11 Siemens Gamesa Renewable Energy A/S Wiegevorrichtung für ein Windenergieanlagen-Rotorblatt
CN108466955A (zh) * 2018-05-03 2018-08-31 中国十七冶集团有限公司 落地拖带式卷扬机
CN111217264A (zh) * 2020-03-13 2020-06-02 徐工集团工程机械股份有限公司建设机械分公司 起重机
JP7415812B2 (ja) * 2020-06-15 2024-01-17 コベルコ建機株式会社 クレーン
CN113602981A (zh) * 2021-08-23 2021-11-05 徐工集团工程机械股份有限公司建设机械分公司 桅杆起重机

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10336589B2 (en) 2006-10-27 2019-07-02 Manitowoc Crane Companies, Llc Mobile lift crane with variable position counterweight
US11884522B2 (en) 2006-10-27 2024-01-30 Grove U.S. L.L.C. Mobile lift crane with variable position counterweight
US10457530B2 (en) 2009-08-06 2019-10-29 Manitowoc Cranes, Llc Lift crane with moveable counterweight
US11261064B2 (en) 2009-08-06 2022-03-01 Manitowoc Cranes, Llc Lift crane with moveable counterweight
US11208303B2 (en) 2014-01-27 2021-12-28 Manitowoc Crane Companies, Llc Lift crane with improved movable counterweight
DE102014012661B4 (de) * 2014-08-22 2019-11-14 Liebherr-Werk Ehingen Gmbh Verfahren zum Betrieb eines Krans und Kran

Also Published As

Publication number Publication date
US20090272708A1 (en) 2009-11-05
US8162160B2 (en) 2012-04-24
CN101309850B (zh) 2011-02-09
WO2007056970A1 (fr) 2007-05-24
DE102006010488A1 (de) 2007-05-24
DE502006004025D1 (de) 2009-07-30
EP1934129B1 (fr) 2009-06-17
CN101309850A (zh) 2008-11-19
ATE433944T1 (de) 2009-07-15

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