EP0596583A1 - Grue, en particulier grue montée sur véhicule ferroviaire - Google Patents

Grue, en particulier grue montée sur véhicule ferroviaire Download PDF

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Publication number
EP0596583A1
EP0596583A1 EP93250288A EP93250288A EP0596583A1 EP 0596583 A1 EP0596583 A1 EP 0596583A1 EP 93250288 A EP93250288 A EP 93250288A EP 93250288 A EP93250288 A EP 93250288A EP 0596583 A1 EP0596583 A1 EP 0596583A1
Authority
EP
European Patent Office
Prior art keywords
counterweight
superstructure
crane
crane according
swivel
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
EP93250288A
Other languages
German (de)
English (en)
Other versions
EP0596583B1 (fr
Inventor
Joachim Kröll
Walter Köllner
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.)
KIROW ARDELT A.G.
Original Assignee
Mannesmann AG
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
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Application filed by Mannesmann AG filed Critical Mannesmann AG
Publication of EP0596583A1 publication Critical patent/EP0596583A1/fr
Application granted granted Critical
Publication of EP0596583B1 publication Critical patent/EP0596583B1/fr
Anticipated expiration legal-status Critical
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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
    • B66C23/18Cranes 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
    • B66C23/36Cranes 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
    • B66C23/50Cranes 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 mounted on railway vehicles, e.g. breakdown cranes
    • 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
    • B66C23/84Slewing gear
    • 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
    • B66C23/76Counterweights or supports for balancing lifting couples separate from jib and movable to take account of variations of load or of variations of length of jib
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C2700/00Cranes
    • B66C2700/03Cranes with arms or jibs; Multiple cranes
    • B66C2700/0321Travelling cranes
    • B66C2700/0328Cranes on rails or on rail vehicles
    • B66C2700/0335Cranes on rails or on rail vehicles with a slewing arm
    • B66C2700/0342Cranes on rails or on rail vehicles with a slewing arm on a turntable
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C2700/00Cranes
    • B66C2700/03Cranes with arms or jibs; Multiple cranes
    • B66C2700/0321Travelling cranes
    • B66C2700/0328Cranes on rails or on rail vehicles
    • B66C2700/035Construction details related to the travelling, to the supporting of the crane or to the blocking of the axles; Outriggers; Coupling of the travelling mechanism to the crane mechanism

Definitions

  • the invention relates to a crane, in particular a railway crane, according to the preamble of claim 1.
  • a jib crane is known with an undercarriage and an upper carriage pivotably arranged thereon.
  • the boom is supported on the superstructure.
  • a counterweight is arranged on the side of the superstructure facing away from the boom.
  • the counterweight is designed to change the counterweight moment in the top view as an extension of the boom in the horizontal direction.
  • the counterweight is adjusted depending on the pivoting movement of the superstructure.
  • the counterweight is mechanically coupled to the rotary drive for the superstructure via a lever linkage and a gearwheel.
  • the displaceability of the counterweight proves to be disadvantageous since this increases the rear overhang of the superstructure, that is to say the distance between the pivot axis of the superstructure and the outer contour of the counterweight facing away from the pivot axis.
  • This larger outreach leads to an increase in the counterweight moment and thus the load capacity of the crane, it is not possible to use the crane in confined spaces.
  • An example is a jib crane designed as a railway crane, the working area of which is often limited at least on one side by a prescribed clearance profile.
  • the object of the invention is to create a crane, in particular a railroad crane, which has an improved load capacity with at the same time less rear outreach.
  • the rear outreach of the uppercarriage can be reduced as a result of pivoting the counterweight in the opposite direction to the uppercarriage.
  • the opposite pivoting of the counterweight leads to a change in the rear outer contour of the superstructure, in such a way that up to a preselected maximum pivoting angle between 30 - 40 °, the counterweight with its rear and pivoting end the vertical side plane of the clearance profile, which is parallel here runs to the longitudinal axis of the boom 0 ° position, does not just break through.
  • the pivoting of the counterweight causes a reduction in the counterweight moment because the center of gravity of the counterweight is pushed out of the extension of the longitudinal axis of the boom, but the remaining counterweight moment proves sufficient for a pivoting angle of the superstructure of 0 - 40 ° perform a variety of the required work.
  • the limited swivel angle range in connection with the boom and the movability of the crane enables a sufficiently large working area to be operated next to the track body.
  • the absolute agreement between the swivel angle of the superstructure and the swivel angle of the counterweight leads to a continuous decrease in the counterweight moment with increasing swivel angle and is therefore easy to control.
  • the choice of the width of the counterweight and the width of the superstructure as a function of a preselected maximum swivel angle of the superstructure enables the outer contour of the superstructure and the counterweight to remain just within a clearance profile of its travel path when the maximum swivel angle is reached. This ensures that the crane can operate on a carriageway that can be designed as a road or rail without disturbing oncoming traffic on a neighboring carriageway.
  • An increase in the counterweight moment can be achieved by arranging the counterweight on an extendable arm which is connected to the joint on the superstructure. This linear extendability of the counterweight is possible because by pivoting the counterweight, it is only extended within the clearance profile of the route.
  • the crane according to the invention can also be in the transverse position and with a small rear outreach, and the same high load capacity can be operated at an early stage.
  • FIG. 1 shows a side view of a railway crane according to the invention.
  • the railway crane essentially consists of an undercarriage 1 and an uppercarriage 2.
  • the undercarriage 1 can be moved on rails 4 via trolleys 3.
  • the superstructure 2 is pivotally mounted on the undercarriage 1 via a vertical axis 5 oriented perpendicular to the undercarriage 1.
  • a boom 6 is articulated on the superstructure 2 and extends parallel to the longitudinal direction L (see FIG. 2) of the superstructure 2.
  • a counterweight 7 is arranged on the end of the superstructure 2 facing away from the free end of the boom 6.
  • the counterweight 7 is connected to the superstructure 2 via a joint 8, which has a pivot axis 9 aligned parallel to the vertical axis 5 of the superstructure 2.
  • the counterweight 7 is connected to the joint 8 via an arm 10. Furthermore, a driver's cab 11 is arranged on the superstructure 2 at the end of the superstructure 2 facing away from the counterweight 7.
  • the pivot drive of the counterweight 7 was not shown for reasons of clarity. This can take place, for example, via hydraulic cylinders, which each engage between the superstructure and the counterweight, or a rotary drive arranged on the superstructure, which, in accordance with the swivel drive above the superstructure, engages with a toothed ring arranged on the counterweight.
  • FIG. 2 shows a top view of FIG. 1.
  • the superstructure 2 is in the rest or transport position, i.e. the swivel angle between the longitudinal axis Lo of the upper carriage 2 and the longitudinal axis Lu of the lower carriage 1 is 0 °.
  • the counterweight 7 is arranged with its longitudinal extension Lg in the extension of the longitudinal axis Lo of the superstructure 2. Furthermore, it can be seen that the vertical axis 5 for pivoting the superstructure 2 and the pivot axis 9 of the counterweight 7 intersect the longitudinal axis Lo of the superstructure 2.
  • FIG. 3 shows an uppercarriage 3 according to FIG. 2 in a position pivoted by the angle a.
  • the angle a is enclosed by the longitudinal direction Lo of the upper carriage 2 and a plane running through the longitudinal direction Lu of the lower carriage 1.
  • the counterweight 7 is pivoted by a pivot angle b, which is enclosed by the longitudinal axis Lo of the superstructure 2 and the longitudinal axis Lg of the counterweight 7.
  • the pivoting directions of the superstructure 2 and the counterweight 7 are in opposite directions.
  • the width D of the counterweight 7 is selected so that, at a preselected maximum pivoting angle a, the outer contour of the superstructure 2, with the width F of the arm 6 and the counterweight 7, is located within the clearance profile of the rail track, the width of which is determined by the dimension C between the Center of the track and the side plane of the clearance profile is described.
  • the distance E which describes the distance between the vertical axis 5 and the pivot axis 9, is adapted in the same way to the maximum pivot angle ⁇ .
  • the railroad crane can thus pivot up to a swivel angle ⁇ of approximately 30 ° without the counterweight 7 leaving the width C of approximately 2 m of the clearance profile. With a boom length of approximately 12 m, this enables the load to be picked up to a distance A of approximately 6 m from the center of the rail. In this swivel position, the angle b is -30 °.
  • FIG. 4 shows a railway crane according to the invention with a counterweight 7 which can be extended horizontally.
  • the counterweight 7 can be extended parallel to the longitudinal axis Lu of the undercarriage 1 by means of a telescopic arm 10. It can be seen that an effective increase in the counterweight moment is achieved without leaving the width C of the clearance profile at the preselected swivel angle ⁇ .
  • FIG. 5 shows a plan view of a railroad crane with a counterweight 7 divided along its longitudinal axis Lg.
  • the parts 7 ', 7 "of the counterweight 7 are connected with their arms 10', 10" to the rear of the superstructure 2 via the pivot axis 9.
  • the joint 8 extending through the swivel axis 9 is designed as a multi-section pin connection, in order to enable the two parts 7, 7 'to be pivoted in the same direction as shown in FIG. 3, without the counterweight 7 dividing itself.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Jib Cranes (AREA)
  • Reciprocating, Oscillating Or Vibrating Motors (AREA)
EP93250288A 1992-11-06 1993-10-25 Grue, en particulier grue montée sur véhicule ferroviaire Expired - Lifetime EP0596583B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4237948 1992-11-06
DE4237948A DE4237948C5 (de) 1992-11-06 1992-11-06 Kran, insbesondere Eisenbahnkran

Publications (2)

Publication Number Publication Date
EP0596583A1 true EP0596583A1 (fr) 1994-05-11
EP0596583B1 EP0596583B1 (fr) 1998-03-25

Family

ID=6472543

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93250288A Expired - Lifetime EP0596583B1 (fr) 1992-11-06 1993-10-25 Grue, en particulier grue montée sur véhicule ferroviaire

Country Status (7)

Country Link
EP (1) EP0596583B1 (fr)
JP (1) JP2612537B2 (fr)
KR (1) KR100289994B1 (fr)
AT (1) ATE164365T1 (fr)
DE (2) DE4237948C5 (fr)
DK (1) DK0596583T3 (fr)
ES (1) ES2113998T3 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0665185A1 (fr) * 1994-01-31 1995-08-02 MANNESMANN Aktiengesellschaft Grue, en particulier pour voie ferrée
EP0675069A1 (fr) * 1994-02-28 1995-10-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour voie ferroviaire avec grue pivotante
US20160280517A1 (en) * 2015-03-24 2016-09-29 Liebherr-Werk Ehingen Gmbh Mobile Crane
CN113023590A (zh) * 2021-04-16 2021-06-25 攀钢集团西昌钢钒有限公司 一种铁路棚车

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20050008921A (ko) * 2003-07-14 2005-01-24 두산중공업 주식회사 발전기용 냉각기의 용량 결정 방법
DE102005027596B4 (de) * 2005-06-14 2007-07-19 Meinhard Stulz Eisenbahnkran
WO2007076925A1 (fr) * 2006-01-02 2007-07-12 Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh Machine ferroviaire a grue rotative
DE102011101803B4 (de) 2011-05-17 2014-11-20 Kirow Ardelt Gmbh Eisenbahnkran
JP6527012B2 (ja) * 2015-04-28 2019-06-05 学校法人 名城大学 検査装置
PL234206B1 (pl) * 2017-12-13 2020-01-31 Crane Tech Spolka Z Ograniczona Odpowiedzialnoscia Kolejowy zespół ratowniczo-naprawczy z żurawiem

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE767274C (de) * 1940-03-16 1952-04-07 Mitteldeutsche Stahlwerke G M Abraumfoerderbruecke
FR1561161A (fr) * 1967-12-07 1969-03-28
FR2074646A1 (fr) * 1970-01-14 1971-10-08 Pingon Pierre Joseph
FR2122815A5 (fr) * 1971-01-22 1972-09-01 Potain Sa
DE3915771A1 (de) * 1988-08-25 1990-03-01 Takraf Schwermasch Gegenlastanordnung fuer auslegerkrane

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4083459A (en) * 1977-04-21 1978-04-11 Caterpillar Tractor Co. Mounting apparatus for a counterweight assembly
JPS57116693U (fr) * 1981-01-08 1982-07-20
JPS5922293U (ja) * 1982-08-02 1984-02-10 株式会社日立製作所 旋回式クレ−ンのバランスウエイト支持装置
DD224303A1 (de) * 1984-05-25 1985-07-03 Schwermasch Kirow Veb K Bewegliches gegengewicht, insbesondere fuer auslegerkrane
JPS62201792A (ja) * 1986-02-28 1987-09-05 株式会社神戸製鋼所 大型クレ−ンの油圧回路
JPS6332893U (fr) * 1986-08-14 1988-03-03

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE767274C (de) * 1940-03-16 1952-04-07 Mitteldeutsche Stahlwerke G M Abraumfoerderbruecke
FR1561161A (fr) * 1967-12-07 1969-03-28
FR2074646A1 (fr) * 1970-01-14 1971-10-08 Pingon Pierre Joseph
FR2122815A5 (fr) * 1971-01-22 1972-09-01 Potain Sa
DE3915771A1 (de) * 1988-08-25 1990-03-01 Takraf Schwermasch Gegenlastanordnung fuer auslegerkrane

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0665185A1 (fr) * 1994-01-31 1995-08-02 MANNESMANN Aktiengesellschaft Grue, en particulier pour voie ferrée
EP0675069A1 (fr) * 1994-02-28 1995-10-04 Franz Plasser Bahnbaumaschinen-Industriegesellschaft m.b.H. Machine pour voie ferroviaire avec grue pivotante
US20160280517A1 (en) * 2015-03-24 2016-09-29 Liebherr-Werk Ehingen Gmbh Mobile Crane
WO2016150568A1 (fr) * 2015-03-24 2016-09-29 Liebherr-Werk Ehingen Gmbh Grue mobile
US10647554B2 (en) * 2015-03-24 2020-05-12 Liebherr-Werk Ehingen Gmbh Mobile crane
DE102015006439B4 (de) 2015-03-24 2023-08-31 Liebherr-Werk Ehingen Gmbh Mobilkran
CN113023590A (zh) * 2021-04-16 2021-06-25 攀钢集团西昌钢钒有限公司 一种铁路棚车

Also Published As

Publication number Publication date
DK0596583T3 (da) 1998-06-02
EP0596583B1 (fr) 1998-03-25
DE59308303D1 (de) 1998-04-30
DE4237948C5 (de) 2008-08-28
ES2113998T3 (es) 1998-05-16
JP2612537B2 (ja) 1997-05-21
DE4237948C2 (de) 1994-08-18
DE4237948A1 (de) 1994-05-19
ATE164365T1 (de) 1998-04-15
KR100289994B1 (ko) 2001-05-15
JPH06199490A (ja) 1994-07-19
KR940011341A (ko) 1994-06-21

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