EP1263670B1 - Ringliftkran - Google Patents
Ringliftkran Download PDFInfo
- Publication number
- EP1263670B1 EP1263670B1 EP01913527A EP01913527A EP1263670B1 EP 1263670 B1 EP1263670 B1 EP 1263670B1 EP 01913527 A EP01913527 A EP 01913527A EP 01913527 A EP01913527 A EP 01913527A EP 1263670 B1 EP1263670 B1 EP 1263670B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- lift crane
- ring
- ring lift
- lattice tower
- jib
- 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
Links
Images
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
- B66C23/18—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
- B66C23/64—Jibs
-
- 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
- B66C23/72—Counterweights or supports for balancing lifting couples
- B66C23/74—Counterweights or supports for balancing lifting couples separate from jib
-
- 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 generic ring hoist crane is known from DE 199 14 195 A1.
- This Known ring lift crane is with a stand-up, a circular roadway and provided with several interconnectable segments ring, within of which an undercarriage is arranged, which is connected to and rotatable therewith several superstructures with winches and two at a parallel distance has mutually opposite bridge girders which in two opposite to each other Provide end areas with an adapter and cross members with the The uppercarriage can be bolted and deboled.
- the adapters are supported in the end area the adapter arranged rollers on the circular lane of the ring, the The center of the ring or undercarriage forms the axis of rotation and the rear Adapter for holding a counterweight and the front adapter for holding a linkable boom in the form of at least one main boom a lattice mast is formed and means for generating the rotational movement of the Ring lift cranes are provided and the undercarriage with stiffening struts different sections of the ring is connected.
- This known ring lift crane is limited in terms of its lifting capacity, since it does not have any can transmit larger forces.
- the object of the invention is to provide a ring lift crane of the generic type, whose load capacity can be significantly increased in a simple manner.
- a lattice tower component (Main boom, auxiliary boom, mast, luffing support) one at least over half Length of the lattice mast component extending lateral stiffener is provided.
- the main boom preferably has a lateral stiffening, the foot end like the foot end of the main boom articulated with the front adapter and its head end with an element of the main boom is firmly connected. In the sense of the greatest possible effect, the lateral stiffening along the entire length of the main boom, so that head end of the stiffener with the head piece of the main boom connected is.
- the proposed principle of the arrangement of a lateral stiffener is also suitable for other lattice boom components such as mast, auxiliary boom and luffing support from Advantage.
- the lateral stiffening consists of at least one guy element right and left at a distance and parallel to the respective lattice tower component and via connecting elements with the respective lattice mast element in certain Distances is connected. In the sense of a particularly effective stiffening can it would be advantageous if two bracing elements were provided instead of one on each side are.
- the connection guy element with the lattice mast element is preferably as isosceles triangle, the distance of the guy element to the lattice mast element at least half the width of the lattice mast element equivalent. Depending on the design of the overall construction, the distance can also be the second - 4 times the width.
- the proposed arrangement leads to a stiffening of the respective Lattice boom component, preferably the main boom in both side directions, the arrangement when using rods or tubes as anchoring element is resilient to tension and pressure.
- Load increases after another Feature of the invention, alternatively to a lateral bracing, the formation of the Masts as a double mast, whose foot pieces are articulated with the front adapter are connected.
- a combination double main boom without lateral stiffening in connection with an auxiliary boom, which with a lateral stiffening is provided.
- Figure 1 shows a perspective view of an embodiment of a Ring lift cranes designed according to the invention. It has a stand-up ring 2 on, which is composed of individual segments not shown here. Within the ring 2, an undercarriage 3 is arranged on which a rotatable Superstructure 4 is mounted. On the superstructure 4 there are several winches 7, 8 in one Row arranged ( Figure 5). In this embodiment, the superstructure 4 is over Cross member 9,10 with two extending over the ring 2 parallel to each other lying bridge girders 11, 12 connected. In both end areas of the two Bridge supports 11, 12 are each provided with an adapter 13, 14, which can only be used here support indicated rollers 16, 16 'on the circular path of the ring 2.
- the adapter 13 on the left in FIG. 5 serves to accommodate a Main boom 17 and in this embodiment a double mast 18, 18 '. Alternatively, a single mast with lateral stiffening could also be provided.
- the articulation points 19, 19 'for the main boom 17 and the articulation points 20, 20', 21, 21 ' for the double mast 18, 18 'there are adapters 13 on the left in FIG. 5 located.
- the adapter 14 on the right here is for receiving the Counterweight 22,22 'formed.
- the boom in this embodiment consists of the one already mentioned Main boom 17 and the double mast 18, 18 '.
- the double mast 18, 18 ' is on the one hand via a length-adjustable guying 23 with the head piece 24 of the Main boom 17 and on the other hand via a fixed guy 25.25 'with Counterweight 22 connected.
- a lateral stiffening ( Figure 2-4). This consists of a guy element 26, 26 ', which Connecting elements 27, 27 'with the respective lattice element 28 of the main boom connected is.
- the head-side end 30,30 'of the lateral stiffening is with the head piece 24 of Main boom 17 connected.
- the foot end 31,31 ' is with the front Adapter 13 articulated.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Jib Cranes (AREA)
Description
- Figur 1
- eine perspektivische Darstellung eines erfindungsgemäß ausgebildeten Ringliftkranes
- Figur 2
- eine Teilvorderansicht des Hauptauslegers
- Figur 3
- im vergrößerten Maßstab den Kopfbereich des Hauptauslegers
- Figur 4
- im vergrößerten Maßstab den Fußbereich des Hauptauslegers mit Anbindung an den Adapter
- Figur 5
- eine Draufsicht des Ringliftkranes ohne Ausleger
Claims (16)
- Ringliftkran mit einem aufständerbaren, eine Kreisfahrbahn bildenden und mehrere, miteinander verbindbare Segmente aufweisenden Ring (2), innerhalb dessen ein Unterwagen (3) angeordnet ist, der einen damit drehbar verbundenen und mit mehreren Winden versehenen Oberwagen (4) aufweist, der in zwei einander gegenüber liegenden Endbereichen mit je einem Adapter (13,14) versehen ist und die Adapter sich mittels im Endbereich der Adapter angeordneter Rollen (16,16') auf der Kreisfahrbahn des Ringes (2) abrollend abstützen, wobei der Mittelpunkt des Ringes bzw. des Unterwagens (3) die Drehachse bildet und der hintere Adapter (14) zur Aufnahme eines Gegengewichtes (22,22') und der vordere Adapter (13) zur Aufnahme eines anlenkbaren, mindestens einen Hauptausleger aufweisenden Auslegers in Form eines Gittermastes (28) ausgebildet ist und Mittel zur Erzeugung der Drehbewegung des Ringliftkranes vorgesehen sind und der Unterwagen (3) über Verstärkungsstreben mit verschiedenen Abschnitten des Ringes (2) verbunden ist,
dadurch gekennzeichnet, dass mindestens an einem Gittermastbauteil eine wenigstens über die halbe Länge des jeweiligen Gittermastbauteiles sich erstreckende seitliche Versteifung (26,26') vorgesehen ist. - Ringliftkran nach Anspruch 1,
dadurch gekennzeichnet, dass der Hauptausleger (17) eine seitliche Versteifung aufweist, deren fußseitiges Ende (31,31') wie das fußseitige Ende des Hauptauslegers (17) gelenkig mit dem vorderen Adapter (13) und deren kopfseitiges Ende (30,30') mit einem Element des Hauptauslegers (17) fest verbunden ist. - Ringliftkran nach Anspruch 2,
dadurch gekennzeichnet, dass die seitliche Versteifung sich über die ganze Länge des Häuptauslegers (17) erstreckt und das kopfseitige Ende (30,30') der Versteifung mit dem Kopfstück (24) des Hauptauslegers (17) fest verbunden ist. - Ringliftkran nach einem der Ansprüche 1 - 3,
dadurch gekennzeichnet, dass die seitliche Versteifung aus mindestens einem rechts und links im Abstand und parallel zu den Gitterelementen (28) des jeweiligen Gittermastbauteiles angeordneten Abspannelement (26,26') besteht, das in bestimmten Abständen über Verbindungselemente (27,27') mit dem jeweiligen Gittermastelement (28) verbunden ist. - Ringliftkran nach einem der Ansprüche 1 - 4,
dadurch gekennzeichnet, dass in einer Querschnittsebene jeweils rechts und links des Gittermastbauteiles mindestens je ein Verbindungselement (27,27') vorgesehen ist. - Ringliftkran nach Anspruch 5,
dadurch gekennzeichnet, dass auf einer Seite zwei Verbindungselemente (27,27') vorgesehen sind und das jeweilige Gitterelement (28) in dieser Ebene eine Querstrebe (29) aufweist. - Ringliftkran nach Anspruch 6,
dadurch gekennzeichnet, dass die Querstrebe (29) und die zwei Verbindungselemente (27,27') ein Dreieck bilden. - Ringliftkran nach Anspruch 7,
dadurch gekennzeichnet, dass das Dreieck gleichschenklig ist. - Ringliftkran nach einem der Ansprüche 5 - 8,
dadurch gekennzeichnet, dass der Abstand zur benachbarten Querschnittsebene höchstens gleich oder kleiner ist als die Länge des jeweiligen Gittermastelementes (28). - Ringliftkran nach Anspruch 9,
dadurch gekennzeichnet, dass der Abstand der halben Länge des Gittermastelementes (28) entspricht. - Ringliftkran nach einem der Ansprüche 1 - 10,
dadurch gekennzeichnet, dass das Abspannmittel (26,26') aus miteinander verbundenen Stäben oder Rohren besteht, deren Länge der Länge eines Gittermastelementes (28) entspricht. - Ringliftkran nach einem der Ansprüche 1 - 10,
dadurch gekennzeichnet, dass das Abspannmittel ein Seil ist. - Ringliftkran nach einem der Ansprüche 1 - 12,
dadurch gekennzeichnet, dass der in der jeweiligen Querschnittsebene liegende Abstand vom Gittermastelement (28) bis zum Abspannmittel (26,26') mindestens der halben Breite des Gittermastelementes (28) entspricht. - Ringliftkran nach Anspruch 13,
dadurch gekennzeichnet, dass der Abstand der 2 - 4fachen Breite des Gittermastelementes (28) entspricht. - Ringliftkran nach einem der Ansprüche 1 - 14,
dadurch gekennzeichnet, dass der Ausleger einen Hauptausleger (17) mit seitlicher Versteifung und einen Doppelmast (18,18') ohne seitliche Versteifung aufweist, dessen Fußstücke anlenkbar mit dem vorderen Adapter (13) und dessen Kopfstücke einerseits über eine längenveränderbare Abspannung (23) mit dem Kopfstück (24) des Hauptauslegers (17) und andererseits über eine feste Abspannung (25,25') mit dem Gegengewicht (22) verbunden sind. - Ringliftkran nach einem der Ansprüche 1 - 4,
dadurch gekennzeichnet, dass der Ausleger einen Doppel-Hauptausleger ohne seitliche Versteifung aufweist und daran ein Hilfsausleger mit seitlicher Versteifung angeordnet ist.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10002917 | 2000-01-19 | ||
DE10002917A DE10002917A1 (de) | 2000-01-19 | 2000-01-19 | Ringliftkran |
PCT/DE2001/000253 WO2001053189A2 (de) | 2000-01-19 | 2001-01-18 | Ringliftkran |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1263670A2 EP1263670A2 (de) | 2002-12-11 |
EP1263670B1 true EP1263670B1 (de) | 2003-11-05 |
Family
ID=7628550
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01913527A Expired - Lifetime EP1263670B1 (de) | 2000-01-19 | 2001-01-18 | Ringliftkran |
Country Status (5)
Country | Link |
---|---|
US (1) | US6679394B2 (de) |
EP (1) | EP1263670B1 (de) |
JP (1) | JP2004502615A (de) |
DE (2) | DE10002917A1 (de) |
WO (1) | WO2001053189A2 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2067737A1 (de) | 2007-12-05 | 2009-06-10 | Liebherr-Werk Ehingen GmbH | Seitliche Abspannung für einen Gitterausleger eines Kranes |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10258179A1 (de) * | 2002-12-12 | 2004-06-24 | Liebherr-Werk Nenzing Ges.M.B.H., Nenzing | Gitterträger eines Kranauslegers oder -turms sowie Verfahren zu seiner Herstellung |
DE102006015307A1 (de) | 2005-11-17 | 2007-05-24 | Terex-Demag Gmbh & Co. Kg | Mobiler Großkran |
DE102006060347B4 (de) * | 2006-12-20 | 2008-09-25 | Liebherr-Werk Ehingen Gmbh | Gitterstück für einen mobilen Großkran und Verfahren zu seinem Aufrichten |
DE202008009281U1 (de) * | 2008-07-10 | 2009-11-12 | Liebherr-Werk Ehingen Gmbh | Kran |
US8550266B2 (en) * | 2009-04-17 | 2013-10-08 | Bigge Crane & Rigging Co. | Ring derrick with stationary counterweight |
DE202010004584U1 (de) * | 2010-04-06 | 2011-10-05 | Liebherr-Werk Ehingen Gmbh | Gittermastkran und Gittermastausleger |
JP2011225343A (ja) * | 2010-04-21 | 2011-11-10 | Kobe Steel Ltd | ラチスブーム |
CN101880012A (zh) * | 2010-07-21 | 2010-11-10 | 上海三一科技有限公司 | 一种起重机臂架过渡结构 |
WO2013044485A1 (zh) * | 2011-09-29 | 2013-04-04 | 长沙中联重工科技发展股份有限公司 | 配重平衡机构以及双臂架起重机 |
CN103663190A (zh) * | 2013-12-13 | 2014-03-26 | 浙江三一装备有限公司 | 臂架和起重机 |
CN104192730B (zh) * | 2014-09-24 | 2016-06-01 | 国家电网公司 | 支腿可调节吊钩式升降单锁止变电所机电设备安装机构 |
CN104261273B (zh) * | 2014-09-24 | 2016-08-17 | 国家电网公司 | 支腿可调节、升降双锁止、吊钩式转动型变电所机电设备安装机构 |
CN104192728B (zh) * | 2014-09-24 | 2016-03-23 | 国家电网公司 | 升降单锁止吊钩式转动型变电所机电设备安装机构 |
CN106185619B (zh) * | 2016-09-14 | 2018-03-06 | 大连华锐重工集团股份有限公司 | 环行起重机用大轮距水平导向机构 |
CN106219403B (zh) * | 2016-09-14 | 2018-01-30 | 大连华锐重工集团股份有限公司 | 单小车环行起重机 |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2701647A (en) * | 1954-03-11 | 1955-02-08 | Firman E Cope | Boom attachment |
US3249238A (en) * | 1964-02-14 | 1966-05-03 | Bucyrus Erie Co | Boom comprised of sections of differing cross section having aligned elastic centers |
US3477522A (en) * | 1967-07-07 | 1969-11-11 | John B Templeton | Boom and bracing |
JPS4737785Y1 (de) * | 1969-02-28 | 1972-11-15 | ||
JPS5333818B2 (de) * | 1974-12-03 | 1978-09-16 | ||
US4053060A (en) * | 1976-02-13 | 1977-10-11 | Wilson Virgil D | Crane |
US4483448A (en) * | 1980-04-08 | 1984-11-20 | Fmc Corporation | Heavy duty crane |
DE3150282A1 (de) * | 1981-12-18 | 1983-06-30 | Liebherr-Werk Biberach Gmbh, 7950 Biberach | Unterwagen fuer einen kran |
DE3207419C1 (de) * | 1982-03-02 | 1983-07-28 | Mannesmann AG, 4000 Düsseldorf | Direktversturzabsetzer insbesondere zum Einsatz in einer Anlage zum zwei- oder mehrstufigen Abbau in nicht kontinuierlicher Tagebautechnik |
JPS59164284A (ja) * | 1983-03-07 | 1984-09-17 | Nissan Motor Co Ltd | 帆船のリグ構造 |
JPH0450304Y2 (de) * | 1987-09-02 | 1992-11-26 | ||
JP4382983B2 (ja) * | 1998-03-26 | 2009-12-16 | テレックス−デマーク・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング・ウント・コンパニー・コマンディトゲゼルシャフト | リング支持形リフトクレーン |
DE19914195A1 (de) * | 1998-03-26 | 1999-11-11 | Mannesmann Ag | Ringliftkran |
DE19929549B4 (de) * | 1999-06-23 | 2006-01-12 | Terex-Demag Gmbh & Co. Kg | Teleskopkran mit Auslegerverlängerung |
-
2000
- 2000-01-19 DE DE10002917A patent/DE10002917A1/de not_active Ceased
-
2001
- 2001-01-18 US US10/168,923 patent/US6679394B2/en not_active Expired - Lifetime
- 2001-01-18 EP EP01913527A patent/EP1263670B1/de not_active Expired - Lifetime
- 2001-01-18 WO PCT/DE2001/000253 patent/WO2001053189A2/de active IP Right Grant
- 2001-01-18 DE DE50100910T patent/DE50100910D1/de not_active Expired - Lifetime
- 2001-01-18 JP JP2001553205A patent/JP2004502615A/ja active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2067737A1 (de) | 2007-12-05 | 2009-06-10 | Liebherr-Werk Ehingen GmbH | Seitliche Abspannung für einen Gitterausleger eines Kranes |
DE102007058553A1 (de) | 2007-12-05 | 2009-06-25 | Liebherr-Werk Ehingen Gmbh | Seitliche Abspannung für einen Gitterausleger eines Kranes |
Also Published As
Publication number | Publication date |
---|---|
WO2001053189A3 (de) | 2002-03-07 |
US20030029826A1 (en) | 2003-02-13 |
JP2004502615A (ja) | 2004-01-29 |
DE50100910D1 (de) | 2003-12-11 |
DE10002917A1 (de) | 2001-08-02 |
US6679394B2 (en) | 2004-01-20 |
EP1263670A2 (de) | 2002-12-11 |
WO2001053189A2 (de) | 2001-07-26 |
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