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EP1068144B1 - Grue de levage annulaire - Google Patents

Grue de levage annulaire Download PDF

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Publication number
EP1068144B1
EP1068144B1 EP99924713A EP99924713A EP1068144B1 EP 1068144 B1 EP1068144 B1 EP 1068144B1 EP 99924713 A EP99924713 A EP 99924713A EP 99924713 A EP99924713 A EP 99924713A EP 1068144 B1 EP1068144 B1 EP 1068144B1
Authority
EP
European Patent Office
Prior art keywords
ring
counterweight
mast
free end
support
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.)
Expired - Lifetime
Application number
EP99924713A
Other languages
German (de)
English (en)
Other versions
EP1068144A1 (fr
Inventor
Manfred Kretschmer
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.)
Terex Demag GmbH and Co KG
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 EP1068144A1 publication Critical patent/EP1068144A1/fr
Application granted granted Critical
Publication of EP1068144B1 publication Critical patent/EP1068144B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • 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
    • B66C23/82—Luffing gear
    • 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
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/62—Constructional features or details
    • B66C23/84—Slewing gear

Definitions

  • the invention relates to a ring lift crane according to the preamble of Claim 1.
  • a genre-trained ring lift crane is known from the company brochure Mannesmann Demag special machinery "Ringlift Cranes" CC 2000 RL; CC 4000 RL, Issue 11/82.
  • This known ring lift crane has one that can be raised and one a circular lane forming ring, which consists of several interconnectable Segments.
  • An undercarriage is rotatable within the ring connected superstructure and having multiple winches.
  • the uppercarriage is connected to both ends with an adapter, which is by means of rockers connected to one another on the adapters Support roller sets on the circular track of the ring.
  • One is an adapter to accommodate a counterweight and the other adapter as a supporting element for a boom which can be arranged articulated at the free end of the adapter (Main boom + mast) trained.
  • the rotary movement of the ring lift crane is by means of a toothed ring arranged on the inside of the ring and in it engaging pinion mounted on rockers.
  • To stabilize the Overall construction is the undercarriage with different reinforcement struts Sections of the ring connected.
  • the tip of the mast is on the one hand Bracing with the counterweight and on the other hand via a length-adjustable Rope guying connected to the head of the main boom.
  • This Ringlift crane consists of a stand-up ring that forms a circular track and a construction inside the ring with a kingpin and one Platform which is provided with a sleeve for receiving the kingpin.
  • the platform is connected to an adapter in each of the two end areas Support roller sets on the ring by rolling on the adapters, whereby the center of the ring forms the axis of rotation for the platform.
  • On the platform there are several winches and a counterweight on the rear adapter.
  • On the front adapter there is a main boom and a mast (counter jib) hinged attached.
  • the one-piece ring is secant and within the Stiffened ring struts.
  • Ring lift cranes of the type described above can only be used in the prior art an elaborate assembly or disassembly procedure erected or filed become.
  • the object of the invention is to provide a ring lift crane of the generic type, which can be easily erected and stored.
  • the mast and the main boom are erected in a simple manner or store.
  • the guy support and the auxiliary winch are preferably both the guy support and the auxiliary winch arranged on one side outside the working area of the main winches.
  • the guy support and auxiliary winch are connected by a cable drive with correspondingly on the free end of the guy support as well as on the support rods arranged roller sets.
  • the length and the linkage on the mast of the Guy supports are chosen so that after erecting the mast Head area of the guy support can be placed on the counterweight. This has the Advantage that the winch operation is also free from the side of the guy support remains accessible.
  • FIG. 1 shows a schematic diagram of the arrangement of a mast 1 in a first position before its erection.
  • the movable ring lift crane shown here consists of an undercarriage, here a crawler track 2 and one arranged above it, cantilevered support element designed on both sides 3.
  • the support element 3 is rolling in both end areas on the one Crawler chassis 2 ring from.
  • the ring is designed as a double ring 4.
  • the double ring 4 is by means of several supports 5 on the Floor 6 elevated.
  • To the erected ring lift crane as a whole using the To be able to move crawler tracks 2 are at the ends of the support element 3 one piston-cylinder unit 7,7 'each.
  • the piston-cylinder units 7,7 ' are designed so that they can lift the ring lift crane as a whole to to lock the support element 3 with the crawler track 2.
  • the main winches 8-11 are arranged in the middle of the Main element 3.
  • a counterweight 12 is arranged on the support element 3, which by Support rods 13, 14 is supported laterally.
  • the mast 1 is arranged articulated.
  • Erecting and placing the mast 1 on the counterweight 12 facing Side a guy support 15 arranged articulated.
  • the free end of the Guy support is on the one hand with a guy 16 and on the other hand with a length-adjustable rope guying 17 connected.
  • the other end of the rope guy 17 is with the head region of the support rods 13, 14 of the counterweight 12 connected. From there, the free end of the rope 32 runs to one on the Support element arranged auxiliary winch 20.
  • the direction of installation for the guy support 15 is marked with an arrow 18.
  • To the mast 1 level with the To be able to arrange the support element is, in the alternative, a platform 19 on the head region underpinned.
  • FIG. 2 shows a further position in which, after the guy support 15 has been set up and the tension 16 under tension is the mast 1 shortly before erection.
  • the installation direction for the mast 1 is marked with an arrow 21.
  • Figure 4 shows in a last position the end position of the mast 1 just before Raising the main boom 22.
  • the details of this final phase are as Detail A shown in Figures 5 and 6.
  • the end region of the guy support 15 has a 16 for fastening the guy web plate 25 provided with a connecting eye 24.
  • a roller set 30 is arranged, which with a a tab 33 swinging on the guy support 15 arranged roller set 31st interacts.
  • the two roller sets 30.31 is the one already mentioned Rope guying 17 arranged, the free rope end 32 led to the auxiliary winch 20 is.
  • the end of the guy support 15 is below the roller set 31 Support plate 35 arranged.
  • FIG. 5 now shows a position in which, by tightening the cable guying 17 the guying 16 is relieved to the shortest distance, so that it according to the arrow 34 from the end of the guy support 15 to the support rods 13,14 can be reassigned.
  • the rope guying 17 can be carried out according to FIG of the support plate 35 are placed on the upper edge of the counterweight 12. The guy support 15 is thus relieved and the mast 1 is fixed via the guy 16, which is now fixed to the support rods 13,14 Counterweight 12 is connected.
  • Figure 7 shows a view in the direction X in Figure 2. In this view is the one-sided Arrangement of the auxiliary winch 20 and the roller set 30 outside the area of Main winches 8-11 recognizable.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)
  • Control And Safety Of Cranes (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Claims (5)

  1. Grue de levage à couronne comportant une couronne pouvant être supportée et formant une voie circulaire, à l'intérieur de laquelle sont agencés un train de roulement (2) standardisé pour une catégorie de grues et un châssis tournant (3) standardisé relié à celui-ci de manière rotative et présentant plusieurs treuils, et le châssis tournant est relié dans les deux zones d'extrémité à chaque fois à un adaptateur, lesquels adaptateurs s'appuient en roulement sur la voie circulaire de la couronne au moyen de galets agencés dans la zone d'extrémité des adaptateurs, le point central de la couronne ou du train de roulement formant l'axe de pivotement et un adaptateur étant conçu pour recevoir un contre-poids (12) et l'autre adaptateur étant conçu en tant qu'élément porteur pour une flèche principale (22) et un mât (1) pouvant être agencés de manière articulée à l'extrémité libre de l'adaptateur, la pointe du mât étant reliée d'une part au contre-poids par l'intermédiaire d'un haubanage et d'autre part à la tête de la flèche principale (22) par l'intermédiaire d'un haubanage par câble à longueur variable,
    caractérisée en ce qu'un support de haubanage (15) est articulé sur le côté du mât (1) incliné vers le contre-poids (12) et l'extrémité libre du support de haubanage (15) est reliée à l'extrémité libre des barres de support (13, 14) du contre-poids (12) par l'intermédiaire d'un haubanage par câble (17) à longueur variable et l'extrémité libre de câble (32) du haubanage par câble (17) est reliée à un treuil auxiliaire (20) agencé sur l'élément porteur (3).
  2. Grue de levage à couronne selon la revendication 1, caractérisée en ce qu'aussi bien le support de haubanage (15) que le treuil auxiliaire (20) sont agencés d'un seul côté à l'extérieur de la zone de travail des treuils principaux (8-11).
  3. Grue de levage à couronne selon les revendications 1 et 2, caractérisée en ce qu'une tôle (25) présentant un oeillet de raccordement (24) et un jeu de galets (31) articulé au moyen d'une attache (33) sont agencés à l'extrémité libre du support de haubanage (15).
  4. Grue de levage à couronne selon l'une des revendications 1 à 3, caractérisée en ce que deux tôles (27, 29) pourvues chacune d'un oeillet de raccordement (26, 28) sont agencées à l'extrémité libre des barres de support (13, 14) du contre-poids (12).
  5. Grue de levage à couronne selon l'une des revendications 1 à 4, caractérisée en ce que le point d'articulation sur le mât (1) et la longueur du support de haubanage (15) sont choisis de telle manière qu'à l'état d'élévation du mât (1) la zone de tête du support de haubanage puisse être posée sur le contre-poids (12).
EP99924713A 1998-03-26 1999-03-22 Grue de levage annulaire Expired - Lifetime EP1068144B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19814636A DE19814636A1 (de) 1998-03-26 1998-03-26 Ringliftkran
DE19814636 1998-03-26
PCT/DE1999/000940 WO1999048796A1 (fr) 1998-03-26 1999-03-22 Grue de levage annulaire

Publications (2)

Publication Number Publication Date
EP1068144A1 EP1068144A1 (fr) 2001-01-17
EP1068144B1 true EP1068144B1 (fr) 2004-01-14

Family

ID=7863268

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99924713A Expired - Lifetime EP1068144B1 (fr) 1998-03-26 1999-03-22 Grue de levage annulaire

Country Status (6)

Country Link
US (1) US6474487B1 (fr)
EP (1) EP1068144B1 (fr)
JP (1) JP2002507530A (fr)
AT (1) ATE257809T1 (fr)
DE (2) DE19814636A1 (fr)
WO (1) WO1999048796A1 (fr)

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20003490U1 (de) * 2000-02-25 2000-06-29 Liebherr-Werk Ehingen Gmbh, 89584 Ehingen Kranfahrzeug
DE10107389A1 (de) * 2001-02-07 2002-08-22 Atecs Mannesmann Ag Vorrichtung zum Aufrichten einer Wippstütze eines Kranes
DE20314561U1 (de) * 2003-09-19 2005-01-27 Liebherr-Werk Ehingen Gmbh Kran
WO2005090711A1 (fr) * 2004-03-17 2005-09-29 Technological Resources Pty Limited Procede de construction d'une installation de fusion directe
WO2005097661A1 (fr) * 2004-03-24 2005-10-20 Terex-Demag Gmbh & Co. Kg Grue a contrepoids stationnaire
US7967158B2 (en) 2006-10-27 2011-06-28 Manitowoc Crane Companies, Llc Mobile lift crane with variable position counterweight
US7546928B2 (en) * 2006-10-27 2009-06-16 Manitowoc Crane Companies, Inc. Mobile lift crane with variable position counterweight
DE102008020767A1 (de) * 2007-09-11 2009-04-02 Terex-Demag Gmbh Hilfseinrichtung zum Aufstellen der unteren und oberen Wippstütze eines verstellbaren Hilfsauslegers eines Mobilkranes
US7766176B2 (en) * 2008-11-11 2010-08-03 Manitowoc Crane Companies, Llc Mobile lift crane with lift enhancing attachment
US9278834B2 (en) 2009-08-06 2016-03-08 Manitowoc Crane Group, LLC Lift crane with moveable counterweight
CN106458543B (zh) 2014-01-27 2019-06-14 马尼托瓦克起重机有限责任公司 带有改进的可动配重的吊升起重机
EP3099620A4 (fr) 2014-01-27 2017-10-11 Manitowoc Crane Companies, Inc. Mécanisme d'ajustement de hauteur pour un élément auxiliaire sur une grue
CN113387279A (zh) * 2021-07-14 2021-09-14 徐工集团工程机械股份有限公司建设机械分公司 环轨起重机的组装方法及环轨起重机

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Publication number Priority date Publication date Assignee Title
IT1073562B (it) * 1976-03-19 1985-04-17 Fmc Corp Perfezionamento nelle gru a torre
DE2839665C2 (de) * 1978-09-12 1985-06-27 Liebherr-Werk Ehingen Gmbh, 7930 Ehingen Schwerlastkran
US4601402A (en) * 1980-03-07 1986-07-22 The Manitowoc Company, Inc. Steerable concentric ring segment supported lift crane
US4483448A (en) * 1980-04-08 1984-11-20 Fmc Corporation Heavy duty crane
US4352434A (en) * 1980-05-01 1982-10-05 Fmc Corporation Pendant supported hydraulic extensible boom
US4336889A (en) * 1980-10-27 1982-06-29 Fmc Corporation Ring supported truck crane and method of setting up
US4489838A (en) * 1981-08-17 1984-12-25 Fmc Corporation Low droop multi-part pendant supported boom
US4446976A (en) * 1982-02-16 1984-05-08 Fmc Corporation Reversible outrigger crane support
US4491228A (en) * 1982-06-30 1985-01-01 Fmc Corporation Floating sheave type pendant pay-out system for pendant supported boom
US4579234A (en) * 1984-03-16 1986-04-01 American Hoist & Derrick Company Self-erecting mobile crane
JPS61203095A (ja) * 1985-03-04 1986-09-08 株式会社神戸製鋼所 カウンタバランス型クレ−ン
US4729486A (en) * 1986-04-07 1988-03-08 The Manitowoc Company, Inc. Lift enhancing beam attachment with movable counterweights
DE3838975A1 (de) * 1988-11-14 1990-05-17 Mannesmann Ag Fahrzeugkran
US5222613A (en) * 1991-09-24 1993-06-29 Mcghie James R Pivotally-mounted reeved counterweight system
DE19642066A1 (de) * 1996-10-07 1998-04-16 Mannesmann Ag Kran, insbesondere mobiler Großkran

Also Published As

Publication number Publication date
US6474487B1 (en) 2002-11-05
DE19814636A1 (de) 1999-09-30
EP1068144A1 (fr) 2001-01-17
WO1999048796A1 (fr) 1999-09-30
ATE257809T1 (de) 2004-01-15
JP2002507530A (ja) 2002-03-12
DE59908309D1 (de) 2004-02-19

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