CN101293618A - Trestle crane barge final assembly technique - Google Patents
Trestle crane barge final assembly technique Download PDFInfo
- Publication number
- CN101293618A CN101293618A CNA2007100400752A CN200710040075A CN101293618A CN 101293618 A CN101293618 A CN 101293618A CN A2007100400752 A CNA2007100400752 A CN A2007100400752A CN 200710040075 A CN200710040075 A CN 200710040075A CN 101293618 A CN101293618 A CN 101293618A
- Authority
- CN
- China
- Prior art keywords
- barge
- girder
- gauntry crane
- final assembly
- assembly technique
- 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
Links
Images
Landscapes
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Abstract
The invention relates to an assembly technique of a gantry crane on a barge. Firstly, a deck barge is fixedly provided with two vertical tower frames so as to lead the gantry crane to be arranged by spanning the deck barge; the gantry crane is supported by the two tower frames which are arranged on the barge; large components of the gantry crane are assembled in advance at the front edge of the dock of the factory; a main beam is synchronously hoisted on the two tower frames by two large floating cranes and is fixedly connected with the tower frames; a flexible leg is then hoisted and fixedly butted to the main beam; the main beam section of the flexible leg end and the middle section of the main beam are fixedly connected with each other by a flange and a bolt; positioning welding is then carried out in a box body and all welding seams are completed then; a rigid leg is then hoisted and fixedly butted to the main beam; the main beam section of the rigid leg end and the middle section of the main beam are fixedly connected with each other by the flange and the bolt, and the positioning welding is carried out in the box body; all welding seams are completed. The assembly of gantry crane above-water is realized and the problems of whole hoisting, shipping and landing of the gantry crane are effectively solved by the assembly technique of the gantry crane.
Description
Technical field
The present invention relates to gauntry crane, particularly a kind of gauntry crane is at the final assembly technique of barge.
Background technology
Current boats and ships are swift and violent to large scale development trend, dock is also built increasingly thereupon, supporting with it dock gauntry crane span and highly also increasing, this class large gantry crane is because scantling and weight are big, traditional way is in factory's segmentation manufacturing, is transported to the dock place of shipyard, and segmented assembly becomes member, use only horned dinosaur door frame or two portal frame then, adopt the cable wire lift method one by one in the on-the-spot general assembly of dock.Because on-the-spot general assembly will be used great amount of manpower and material resources and dock place, overlong time, and poor stability badly influence the shipyard operation, have restricted production development.If in the assembling of the place of manufacturing firm, complete machine shipping after assembling is finished also exists same problem.
Summary of the invention
Task of the present invention provides a kind of gauntry crane at the barge final assembly technique, and it has solved traditional on-the-spot general assembly can only the loose mail shipping because of originating firm place restriction, has expended human and material resources and time, and its poor stability influences the problem of shipyard operation.
Technical solution of the present invention is as follows:
A kind of gauntry crane is at the barge final assembly technique, and at first the pylon of two settings of fixed installation makes gauntry crane stride the covered barge installation on covered barge, is supporting gauntry crane by two pylons that are located on the barge;
Finish the large assemblies of gauntry crane in advance in the assembling of the wharf apron of factory, comprise girder, rigidity leg, flexible leg, cart walking mechanism and dolly assembly;
Utilize two large-scale floating cranes with girder lift synchronously with two integrally welded pylons of barge on, and be connected and fixed with pylon;
Then lift flexible leg and the girder contraposition is fixed, flexible leg end girder section and girder interlude are fixed by flange and bolted connection, all weld seams are finished in location welding in casing then;
Then lift the rigidity leg again and the girder contraposition is fixed, rigidity leg end girder section and girder interlude are fixed by flange and bolted connection, all weld seams are finished in location welding in casing then.
Gauntry crane of the present invention has been realized general assembly gauntry crane waterborne at the barge final assembly technique, utilizes covered barge to be carrier, general assembly gauntry crane on covered barge.By the technology of the present invention, directly drop into production general assembly overall process, guarantee product efficiently, reliably, general assembly safely, realize the general assembly of complete machine factory, provide assurance for complete machine transportation and complete machine debark.
Adopt final assembly technique of the present invention, finished the overall process of large gantry crane factory general assembly, broken shipyard gauntry crane since the dawn of human civilization because of the restriction of originating firm place can only the loose mail shipping situation, solve the problem that the gauntry crane unit assembling of ship machinery is gone on board and shipping is debarked effectively, had obvious effect and profound significance.
Description of drawings
Accompanying drawing is by the scheme of installation of a kind of gauntry crane of the present invention at the barge final assembly technique.
The specific embodiment
Referring to accompanying drawing, at the barge final assembly technique, at first the pylon 2 of two settings of fixed installation on covered barge 1 makes gauntry crane stride covered barge and installs according to a kind of gauntry crane of the present invention.Because the gauntry crane span is big, covered barge length is not enough, is therefore supporting gauntry crane by two pylons 2 that are located on the barge.
Each large assemblies of gauntry crane is comprised girder 3, rigidity leg 4, flexible leg 5, cart walking mechanism and dolly assembly, finish in the assembling of the wharf apron of factory in advance.
Utilize two large-scale floating cranes with girder 3 lift synchronously with two integrally welded pylons 2 of barge on, and be connected and fixed with pylon.
Then utilize crane barge lifting in advance on ground rigidly connected flexible leg 5 fix with girder 3 contrapositions, flexible leg end girder section and girder interlude are fixed by flange and bolted connection, weld the location in casing then, finishes all weld seams.
Then utilize the crane barge lifting to fix with girder 3 contrapositions at the rigidity leg 4 that the ground welding finishes in advance again, guarantee the pre-arch deviant of supporting leg and girder, rigidity leg end girder section and girder interlude are fixed by flange and bolted connection, and all weld seams are finished in location welding in casing then.
Cart walking mechanism is installed on the supporting leg,, also cart walking mechanism separately can be installed separately according to the harbour situation.For transportation safety, lower center of gravity, the dolly assembly of gauntry crane can be placed on the girder.
Because the present invention adopts buoyancy barge general assembly scheme, just requires main beam structure one-time-reach-place when the barge assembly unit, because just can't do over again behind the rail that falls.Rigidity leg end girder section is made similar standard setting piece, simultaneously flexible leg end girder section is made similar standard setting piece, adopt the bolted form of flange face to put in place with other segmented assembly of girder in advance, install with rigidity leg, flexible leg respectively then, when making, just begin to control the deflection in each process, guarantee to install the back deflection and adhere to specification.
Girder and flexible leg flexibly connect when work, yet adopt integral hoisting then to require to be necessary for to be rigidly connected, flexible leg is become to be rigidly connected in the lifting stage design with flexible leg end girder for this reason, so both guaranteed integral hoisting, and guaranteed again not damage flexible hinge when being rigidly connected cutting off.
Because nearly 200 meters of girder length overall, and making own has the camber requirement again, produce concentrated stress in order to reduce the pylon place as far as possible, therefore need take all factors into consideration camber value because of barge is out of shape and the girder self-deformation causes, when making, the pylon upper face is prefabricated into certain gradient along the camber direction of girder, being the pylon upper face is prefabricated into tilted shape along the camber direction of girder, and set up the liner plate that combines with rubber phase by plank on pylon top and junction, girder bottom, make main beam stress even.
The embodiment of a gauntry crane of the present invention in the barge general assembly is provided below, and its concrete data are as follows:
Nearly 4600 tons of gauntry crane gross weight, 185 meters of spans, 76 meters of lifting altitudes, 10 meters of deck-moldings.
About 2800 tons of lifting girder weight, two crane barges each can lift heavy 1600 tons.
About 800 tons of rigidity leg and rigidity leg end girder weight.
About 370 tons of flexible leg and flexible leg end girder weight.
151.7 meters of barge length overalls, wide 40.6 meters, about 4 meters of designed draft, 6.5 meters of moldeed depth, about 17000 tons of load-carrying.
Above data only are one of them embodiment, no matter gauntry crane adopts gauntry crane of the present invention also can realize at the barge final assembly technique more greatly or heavier.
Certainly, those skilled in the art in the present technique field will be appreciated that, the foregoing description only is to be used for illustrating the present invention, and be not as limitation of the invention, as long as in connotation scope of the present invention, all will drop in the scope of claim of the present invention conversion, the modification of the foregoing description.
Claims (7)
1. a gauntry crane is characterized in that at the barge final assembly technique, and at first the pylon of two settings of fixed installation makes gauntry crane stride the covered barge installation on covered barge, is supporting gauntry crane by two pylons that are located on the barge;
Finish the large assemblies of gauntry crane in advance in the assembling of the wharf apron of factory, comprise girder, rigidity leg, flexible leg, cart walking mechanism and dolly assembly;
Utilize two large-scale floating cranes with girder lift synchronously with two integrally welded pylons of barge on, and be connected and fixed with pylon;
Then lift flexible leg and the girder contraposition is fixed, flexible leg end girder section and girder interlude are fixed by flange and bolted connection, all weld seams are finished in location welding in casing then;
Then lift the rigidity leg again and the girder contraposition is fixed, rigidity leg end girder section and girder interlude are fixed by flange and bolted connection, all weld seams are finished in location welding in casing then.
2. gauntry crane according to claim 1 is characterized in that at the barge final assembly technique described cart walking mechanism is installed on the supporting leg.
3. gauntry crane according to claim 1 is characterized in that at the barge final assembly technique described cart walking mechanism is separately installed separately.
4. gauntry crane according to claim 1 is characterized in that at the barge final assembly technique described flexible leg end girder section is made the standard setting piece.
5. gauntry crane according to claim 1 is characterized in that at the barge final assembly technique described rigidity leg end girder section is made the standard setting piece.
6. gauntry crane according to claim 1 is characterized in that at the barge final assembly technique described pylon upper face is prefabricated into tilted shape along the camber direction of girder.
7. gauntry crane according to claim 1 is characterized in that at the barge final assembly technique liner plate that is combined with rubber phase by plank is set up in described pylon top and junction, girder bottom.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200710040075 CN100581976C (en) | 2007-04-27 | 2007-04-27 | Trestle crane barge final assembly technique |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200710040075 CN100581976C (en) | 2007-04-27 | 2007-04-27 | Trestle crane barge final assembly technique |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101293618A true CN101293618A (en) | 2008-10-29 |
CN100581976C CN100581976C (en) | 2010-01-20 |
Family
ID=40064215
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200710040075 Expired - Fee Related CN100581976C (en) | 2007-04-27 | 2007-04-27 | Trestle crane barge final assembly technique |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN100581976C (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102303812A (en) * | 2011-08-29 | 2012-01-04 | 上海振华重工集团(南通)有限公司 | Large-scale wind turbine installation vessel crane and integral assembling method thereof |
CN103171976A (en) * | 2011-12-20 | 2013-06-26 | 上海振华重工(集团)股份有限公司 | Hoisting method for shipyard gantry crane |
CN103193163A (en) * | 2012-01-10 | 2013-07-10 | 上海振华重工(集团)股份有限公司 | Entrance dock installation method for gantry crane of shipyard |
CN103990952A (en) * | 2014-05-29 | 2014-08-20 | 南通中远重工有限公司 | Method for replacing flexible hinged support of portal crane |
CN105108708A (en) * | 2015-09-21 | 2015-12-02 | 上海振华重工集团(南通)有限公司 | Crane disassembling process |
CN105215634A (en) * | 2015-09-21 | 2016-01-06 | 上海振华重工集团(南通)有限公司 | A kind of small-sized gantry hangs hoisting |
CN105502159A (en) * | 2015-12-31 | 2016-04-20 | 广船国际有限公司 | Gantry crane translation tool |
CN105883614A (en) * | 2016-05-19 | 2016-08-24 | 上海振华重工(集团)股份有限公司 | Method for hoisting gantry crane main beam through single equipment in eccentrically loaded mode |
TWI570047B (en) * | 2013-12-26 | 2017-02-11 | Sumitomo Heavy Industries Material Handling Systems Co Ltd | The Manufacturing Method and Disassembling Method of Giant Crane Crane |
CN110255392A (en) * | 2019-06-03 | 2019-09-20 | 中铁大桥局集团有限公司 | A kind of method and apparatus for installing gantry crane on transporting equipment |
CN115723916A (en) * | 2022-11-22 | 2023-03-03 | 沪东中华造船(集团)有限公司 | Method for improving transportation efficiency and safety of ship body sectional barge |
-
2007
- 2007-04-27 CN CN 200710040075 patent/CN100581976C/en not_active Expired - Fee Related
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102303812A (en) * | 2011-08-29 | 2012-01-04 | 上海振华重工集团(南通)有限公司 | Large-scale wind turbine installation vessel crane and integral assembling method thereof |
CN103171976A (en) * | 2011-12-20 | 2013-06-26 | 上海振华重工(集团)股份有限公司 | Hoisting method for shipyard gantry crane |
CN103193163A (en) * | 2012-01-10 | 2013-07-10 | 上海振华重工(集团)股份有限公司 | Entrance dock installation method for gantry crane of shipyard |
CN103193163B (en) * | 2012-01-10 | 2015-06-17 | 上海振华重工(集团)股份有限公司 | Entrance dock installation method for gantry crane of shipyard |
TWI570047B (en) * | 2013-12-26 | 2017-02-11 | Sumitomo Heavy Industries Material Handling Systems Co Ltd | The Manufacturing Method and Disassembling Method of Giant Crane Crane |
CN103990952A (en) * | 2014-05-29 | 2014-08-20 | 南通中远重工有限公司 | Method for replacing flexible hinged support of portal crane |
CN105215634A (en) * | 2015-09-21 | 2016-01-06 | 上海振华重工集团(南通)有限公司 | A kind of small-sized gantry hangs hoisting |
CN105108708A (en) * | 2015-09-21 | 2015-12-02 | 上海振华重工集团(南通)有限公司 | Crane disassembling process |
CN105502159A (en) * | 2015-12-31 | 2016-04-20 | 广船国际有限公司 | Gantry crane translation tool |
CN105883614A (en) * | 2016-05-19 | 2016-08-24 | 上海振华重工(集团)股份有限公司 | Method for hoisting gantry crane main beam through single equipment in eccentrically loaded mode |
CN105883614B (en) * | 2016-05-19 | 2018-05-01 | 上海振华重工(集团)股份有限公司 | The method that single device unbalance loading lifts gantry crane girder |
CN110255392A (en) * | 2019-06-03 | 2019-09-20 | 中铁大桥局集团有限公司 | A kind of method and apparatus for installing gantry crane on transporting equipment |
CN110255392B (en) * | 2019-06-03 | 2020-09-25 | 中铁大桥局集团有限公司 | Method and device for installing gantry crane on transportation equipment |
CN115723916A (en) * | 2022-11-22 | 2023-03-03 | 沪东中华造船(集团)有限公司 | Method for improving transportation efficiency and safety of ship body sectional barge |
CN115723916B (en) * | 2022-11-22 | 2024-06-11 | 沪东中华造船(集团)有限公司 | Method for improving transportation efficiency and safety of ship body sectional barge |
Also Published As
Publication number | Publication date |
---|---|
CN100581976C (en) | 2010-01-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100581976C (en) | Trestle crane barge final assembly technique | |
CN101293599B (en) | Method for discharging boat to dock basin with dock yard trestle crane set | |
CN101429928B (en) | Integral hoisting method for wind generator set on the sea | |
CN102442409A (en) | Deck ascent and descent type worktable ship and construction method of shore wind power generation facility using the same | |
US9359047B2 (en) | Mobile barge and method of operation of mobile barge | |
RU2744782C1 (en) | Lifting system for installing a wind turbine and method for lifting operations (options) | |
CN106828812B (en) | Semi-submersible type deep-sea wind-powered electricity generation mounting platform and its wind power generating set integral installation method | |
CN103693170A (en) | Floating type offshore wind power assembly platform and method using floating type offshore wind power assembly platform for assembly offshore wind turbine | |
CN101786494A (en) | Mounting ship of offshore wind turbine and construction method thereof | |
EP4139205A1 (en) | A self-propelled floating structure and method of construction | |
CN104386219A (en) | Subsequent docking process of self-elevating platform pile shoe | |
CN109533196A (en) | A kind of hull steel structured hinge installation method | |
CN103193163A (en) | Entrance dock installation method for gantry crane of shipyard | |
CN105417403A (en) | Method for installing ultrahigh ultra-large type floating crane in dock | |
CN105236263A (en) | Installation method for flexible leg of gantry crane | |
CN104554649B (en) | Ocean-crossing transportation method for binding overall structure broken-up modules of ultra-large type oceanographic engineering | |
CN101428712B (en) | Method for integrally dragging and loading wind generator set onto boat | |
CN206634171U (en) | Semi-submersible type deep-sea wind-powered electricity generation mounting platform | |
JP5820953B1 (en) | Wind power generator assembly method, wind power generator disassembly method, wind power generator installation method, and wind power generator work ship | |
CN102561356A (en) | Spar hull load out method | |
CN103171976B (en) | Hoisting method for shipyard gantry crane | |
CN212149193U (en) | Ship reversible radar mast | |
CN203889012U (en) | Marine hydraulic gangplank | |
KR20140050186A (en) | Offshore wind generator and rapid installing method thereof | |
CN101850829A (en) | Mounting process of offshore oil single-leg jacket-type platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100120 Termination date: 20210427 |
|
CF01 | Termination of patent right due to non-payment of annual fee |