CN1749149A - Jacking type large gantry crane - Google Patents

Jacking type large gantry crane Download PDF

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Publication number
CN1749149A
CN1749149A CN 200510028431 CN200510028431A CN1749149A CN 1749149 A CN1749149 A CN 1749149A CN 200510028431 CN200510028431 CN 200510028431 CN 200510028431 A CN200510028431 A CN 200510028431A CN 1749149 A CN1749149 A CN 1749149A
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CN
China
Prior art keywords
jacking
girder
door leg
flange
gantry crane
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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
CN 200510028431
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Chinese (zh)
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CN100425521C (en
Inventor
沈妮
张静
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YONGZI ELECTROMECHANICAL EQUIPMENT CO Ltd SHANGHAI
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YONGZI ELECTROMECHANICAL EQUIPMENT CO Ltd SHANGHAI
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Application filed by YONGZI ELECTROMECHANICAL EQUIPMENT CO Ltd SHANGHAI filed Critical YONGZI ELECTROMECHANICAL EQUIPMENT CO Ltd SHANGHAI
Priority to CNB200510028431XA priority Critical patent/CN100425521C/en
Publication of CN1749149A publication Critical patent/CN1749149A/en
Application granted granted Critical
Publication of CN100425521C publication Critical patent/CN100425521C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The present invention provides one kind of large jacking gantry crane and aims at solving the problem of transportation and installation of large hoisting apparatus for mining and petroleum production. The crane gantry is detachable, has jacking supports for assembling and disassembling in the main beam section, upper cross beam section, leg sections and lower cross beam steel frame; legs of eleven serially connected sections jacked with oil cylinder and connected with flange each. All the main beam, the upper and the lower cross beams are installed through jacking without need of large hoisting apparatus. The present invention makes it possible to install large gantry crane with jacking oil cylinders and no need of large hoisting apparatus.

Description

Jacking type large gantry crane
Technical field
The present invention relates to a kind of structure design and Assembly ﹠Disassembly technology thereof of jacking type large gantry crane.
Background technology
General large gantry crane, bulky, transportation and installation are all extremely inconvenient, particularly in the coal mining district, in its Adv.Eng stage, mine construction lacks bound large-sized gantry weight-lifting equipment, because the mining area is located in remote, land transportation transportation inconvenience even the gauntry crane of dismounting is transported to the mining area, also can't install it, because the mining area does not possess large-scale hanging device, because of the big characteristics of mining area flowing power, the resettlement of large lifting equipment, installation are a great problems of puzzlement mining area construction again.
Summary of the invention
The objective of the invention is to solve aforementioned in the mining area, the transportation of the large lifting equipment that uses of flowing power workplace such as oil production district installs a difficult problem, and a kind of later-model jacking type large gantry crane and dismounting process thereof are provided; This hoisting crane comprises that mainly portal frame, cart walking mechanism, dolly assembly, suspension hook, cable drag bell device and cable drum device; Portal frame is detachable, be girder topmost, guide rail is arranged on the girder, the dolly assembly is walked on guide rail, the dolly assembly also is a detouchable, girder is connected with entablatrance below by flange, entablatrance is connected by the door leg of door leg butt flange below it, the door leg is formed by the steel structure girder serial connection of 11 sections box sections, between two legs, be provided with the anti-deformation connecting rod, bottom one section door leg is connected with cross sill by flange, and cross sill is connected with the hinged-support of cart walking mechanism by butt flange;
The girder of described portal frame is a box type construction, and the Π shape tie-beam by parallel two steel structure girders and two is spliced by flange, guide rail is arranged on the girder, four jacking bearings are stretched out in the outside of two parallel steel structure girders, symmetry, are fixed with the entablatrance butt flange on the Π shape tie-beam;
Described entablatrance is a box type construction, is made of two steel structure girders, and every beam is fixed with the jacking bearing, two of entablatrance, have respectively with the girder butt flange and with door leg flange connecting;
Described door leg is formed by 11 sections box section steel construction piece serial connections, the side on every section door leg top, stretch out a jacking bearing, during serial connection door leg, the jacking bearing on the upper and lower door leg is laid staggeredly in the inboard and the outside, the upper and lower faces of door leg, all be fixed with butt flange, bottom one section door leg bottom surface flange is connected with cross sill;
Described cross sill is made of the box section steel structure, and its two side stretches out a jacking bearing, and there is butt flange the above and below at two.
Because hoisting capacity is big, cable drum adopts multiple wraps formula LEBUS volume.
The technological process that this hoisting crane is installed is:
1 , Shop establishes the ground of Jacking point, standby jacking cylinder and jacking moulding bed;
2, the splicing girder, the jacking space is left in girder below, and girder line of centers and the place line of centers that gets on the right track is vertical;
3, utilize girder to be moulding bed, the assembly unit dolly is parked in the position grappling of girder span centre with dolly;
4, with four jacking cylinders, four the jacking bearings in the jacking girder outside, top lifting height can be installed till the crossbeam space below it;
5, install crossbeam, and jacking moulding bed oil cylinder is moved to the entablatrance below;
6, the jacking bearing on the jacking entablatrance is installed one section door leg topmost to certain altitude, and jacking moulding bed oil cylinder is moved to first section door leg below;
7, the jacking bearing on the jacking door leg is connected with next section door leg to certain altitude;
8, the operation of consecutive steps 7 to certain altitude, is installed the both sides cross sill until the 11 section door leg of jacking;
9, the jacking bearing on the jacking cross sill to certain altitude, moves to the cross sill installation site with walking carriage along track, and with both captive joints, so far, the gauntry crane installation;
Dismantle the process of this gauntry crane, opposite with the step of installation process.
The basis that Suo Shu Shop establishes Jacking point is a ground of establishing cement, steel plate at the position , Shop that places jacking cylinder, and the girder Jacking point is arranged respectively on this ground, upper and lower crossbeam Jacking point, door leg outer side Jacking point and door inboard leg Jacking point.
Advantage of the present invention is, girder, entablatrance, each segmentation of door leg, and the steel structure of cross sill on, all design the jacking bearing of loading and unloading usefulness, without large lifting equipment, only need to adopt jacking cylinder, just can be mounted to one up to 18 meters, the large gantry crane of 300 tons of hoisting capacities, the construction of flowing power workplaces such as big mining area of flowing power and oil production district is played an important role.
Description of drawings
Accompanying drawing 1 is a complete machine front view of the present invention.
Accompanying drawing 2 is lateral plans of accompanying drawing 1.
Accompanying drawing 3 is front views of girder.
Accompanying drawing 4 is birds-eye vieies of accompanying drawing 3.
Accompanying drawing 5 is front views of entablatrance.
Accompanying drawing 6 is birds-eye vieies of accompanying drawing 5.
Accompanying drawing 7 is front views of cross sill.
Accompanying drawing 8 is birds-eye vieies of accompanying drawing 7.
Accompanying drawing 9 is that the A-A of accompanying drawing 7 is to view.
Accompanying drawing 10 is front views of a leg.
Accompanying drawing 11 is that the A-A of accompanying drawing 10 is to view.
Accompanying drawing 12 is that the B-B of accompanying drawing 10 is to view.
Accompanying drawing 13 is that Jacking point Di Ji Shop establishes position view.
The specific embodiment
See also shown in the accompanying drawing 1,2, door frame topmost is a girder 5, guide rail 20 is arranged on the girder 5, dolly assembly 9 is walked on guide rail 20, dolly assembly 9 also is a detouchable, girder 5 is connected with the butt flange 16 of entablatrance 4 below by flange 13, entablatrance 4 is connected by the door leg of door leg butt flange 15 below it, the door leg is formed by the steel structure girder serial connection of 11 sections box sections, bottom one section door leg is connected with the butt flange 18 of cross sill 2 by flange 17, and cross sill 2 is connected with the hinged-support of cart walking mechanism by butt flange 19;
See also shown in the accompanying drawing 3,4, the girder 5 of described portal frame is a box type construction, Π shape tie-beam 12 by parallel two steel structure girders 14 and two, be spliced by flange, guide rail 20 is arranged on the girder 5, four jacking bearings 10 are stretched out in the outside of two parallel steel structure girders 14, symmetry, are fixed with entablatrance butt flange 13 on the Π shape tie-beam 12;
See also shown in the accompanying drawing 5,6, described entablatrance 4 is a box type construction, is made of two steel structure girders, and every beam is fixed with jacking bearing 10, two of entablatrance 4, have respectively with girder butt flange 16 and with door leg flange connecting 15;
See also shown in the accompanying drawing 10,11,12, described door leg is formed by 11 sections box section steel construction piece serial connections, the side on every section door leg top stretches out a jacking bearing 10, during serial connection door leg, jacking bearing 10 on the upper and lower door leg, be laid staggeredly in the inboard and the outside of door leg, the upper and lower faces of door leg all is fixed with butt flange 17, bottom one section door leg bottom surface flange 17 is connected with cross sill 2;
See also shown in the accompanying drawing 7,8,9, described cross sill is made of the box section steel structure, and its two side stretches out a jacking bearing 10, and there is butt flange 18,19 above and below at two.
See also accompanying drawing 13 Jacking point Di Ji Shop and establish position view, establish the ground of cement, steel plate at the position , Shop that places jacking cylinder, girder Jacking point A is arranged respectively on this ground, upper and lower crossbeam Jacking point B1, door leg outer side Jacking point B2 and door inboard leg Jacking point B3.

Claims (8)

1. jacking type large gantry crane, mainly comprise portal frame, cart walking mechanism, the dolly assembly, suspension hook, cable drags bell device and cable drum device, it is characterized in that: portal frame is detachable, be girder topmost, guide rail is arranged on the girder, the dolly assembly is walked on guide rail, the dolly assembly also is a detouchable, girder is connected with entablatrance below by flange, entablatrance is connected by the door leg of door leg butt flange below it, the door leg is formed by the steel structure girder serial connection of 11 sections box sections, and bottom one section door leg is connected with cross sill by flange, and cross sill leads to the connection orchid and is connected with the hinged-support of cart walking mechanism.
2. by the described jacking type large gantry crane of claim 1, it is characterized in that: the girder of described portal frame is a box type construction, ∏ shape tie-beam by parallel two steel structure girders and two, be spliced by flange, guide rail is arranged on the girder, four jacking bearings are stretched out in the outside of two parallel steel structure girders, symmetry, are fixed with the entablatrance butt flange on the ∏ shape tie-beam.
3. by the described jacking type large gantry crane of claim 1, it is characterized in that: described entablatrance is a box type construction, is made of two steel structure girders, and every beam is fixed with the jacking bearing, two of entablatrance, have respectively with the girder butt flange and with door leg flange connecting.
4. by the described jacking type large gantry crane of claim 1, it is characterized in that: described door leg is formed by 11 sections box section steel construction piece serial connections, the side on every section door leg top stretches out a jacking bearing, during serial connection door leg, jacking bearing on the upper and lower door leg, be laid staggeredly in the inboard and the outside, the upper and lower faces of door leg all is fixed with butt flange, bottom one section door leg bottom surface flange is connected with cross sill.
5. by the described jacking type large gantry crane of claim 1, it is characterized in that: described cross sill is made of the box section steel structure, and its two side stretches out a jacking bearing, and there is butt flange the above and below at two.
6. by the described jacking type large gantry crane of claim 1, it is characterized in that: described cable drum adopts multiple wraps formula LEBUS reel.
7. by the dismounting process of the described large gantry crane of claim 1, it is characterized in that the technological process that this hoisting crane is installed is:
(basis that 1) Shop establishes Jacking point, standby jacking cylinder and jacking moulding bed;
(2) splicing girder, the jacking space is left in girder below, and girder line of centers and the place line of centers that gets on the right track is vertical;
(3) be moulding bed with girder, the assembly unit dolly is parked in the position grappling of girder span centre with dolly;
(4) four jacking cylinders, four the jacking bearings in the jacking girder outside, top lifting height can be installed till the crossbeam space below it;
(5) load onto crossbeam, and jacking moulding bed oil cylinder is moved to the entablatrance below;
(6) go up jacking bearing on the crossbeam to certain altitude, one section door leg topmost is installed, and jacking moulding bed oil cylinder is moved to first section door leg below;
(7) the jacking bearing on the liter door leg is connected with next section door to certain altitude;
(8) operation of consecutive steps 7 to certain altitude, is installed cross sill until the 11 section door leg of jacking;
(9) the jacking bearing on the jacking cross sill to certain altitude, moves to the cross sill installation site with walking carriage along track, and with both captive joints, so far, the gauntry crane installation;
Dismantle the process of this gauntry crane, opposite with the step of installation process.
8. press the dismounting process of the described large gantry crane of claim 7, it is characterized in that the basis that: Suo Shu Shop establishes Jacking point, it is the ground of establishing cement, steel plate at the position Shop that places jacking cylinder, the girder Jacking point is arranged respectively on this ground, upper and lower crossbeam Jacking point, door leg outer side Jacking point and door inboard leg Jacking point.
CNB200510028431XA 2005-08-03 2005-08-03 Jacking type large gantry crane Expired - Fee Related CN100425521C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB200510028431XA CN100425521C (en) 2005-08-03 2005-08-03 Jacking type large gantry crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB200510028431XA CN100425521C (en) 2005-08-03 2005-08-03 Jacking type large gantry crane

Publications (2)

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CN1749149A true CN1749149A (en) 2006-03-22
CN100425521C CN100425521C (en) 2008-10-15

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103052588A (en) * 2011-01-19 2013-04-17 三菱重工机械科技株式会社 Crane power-feed cable reel device and crane provided therewith
CN110104547A (en) * 2019-04-26 2019-08-09 青岛海西重机有限责任公司 A kind of gantry container crane is with increasing tooling and increase method

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2221388A1 (en) * 1973-03-16 1974-10-11 Sopico Ste Picarde Const Gantry crane foldable for transportation - has one column folding under other and unfolding by gravity
DE2359684A1 (en) * 1973-11-30 1975-06-05 Pohlig Heckel Bleichert Heavy load lifting system - transports column sections along gantry for securing in place in succession
CN2394886Y (en) * 1999-11-19 2000-09-06 杭州大力机械技术工程有限公司 Three beam three small car hoist
CN2481687Y (en) * 2001-04-21 2002-03-13 江西日月明实业有限公司 Combined hydraulic portal crane
CN2516520Y (en) * 2001-11-05 2002-10-16 重庆钢铁(集团)有限责任公司 Gantry crane
CN1304268C (en) * 2002-06-25 2007-03-14 上海港口机械制造厂 Method and apparatus for assembly of portal crane in shipbuilding
CN1600481A (en) * 2004-10-22 2005-03-30 葛洲坝集团机械有限公司 Method and equipment for fabricating rope grooves on parallel polygonal line type winding drum

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103052588A (en) * 2011-01-19 2013-04-17 三菱重工机械科技株式会社 Crane power-feed cable reel device and crane provided therewith
CN103052588B (en) * 2011-01-19 2015-04-29 三菱重工机械科技株式会社 Crane power-feed cable reel device and crane provided therewith
CN110104547A (en) * 2019-04-26 2019-08-09 青岛海西重机有限责任公司 A kind of gantry container crane is with increasing tooling and increase method
CN110104547B (en) * 2019-04-26 2020-05-22 青岛海西重机有限责任公司 Heightening tool and heightening method for container gantry crane

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Granted publication date: 20081015

Termination date: 20110803