CN102328728A - Assembly method of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel - Google Patents
Assembly method of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel Download PDFInfo
- Publication number
- CN102328728A CN102328728A CN201110145722A CN201110145722A CN102328728A CN 102328728 A CN102328728 A CN 102328728A CN 201110145722 A CN201110145722 A CN 201110145722A CN 201110145722 A CN201110145722 A CN 201110145722A CN 102328728 A CN102328728 A CN 102328728A
- Authority
- CN
- China
- Prior art keywords
- deck
- middle level
- understructure
- base
- level structure
- 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
Abstract
The invention provides an assembly method of a chassis of a heavy oceaneering crane of a deepwater pipe-lay crane vessel. The lower structure, the middle structure and the upper structure of the chassis are built layer by layer, or the left half parts and the half right parts of the lower structure and the middle structure are built separately, or the upper structure and the middle structure are divided into an upper part, a lower part, a left part and a right part firstly, then the four parts are built separately, and then the upper structure is built after the four parts are assembled. The invention has the advantage that the chassis of the heavy oceaneering crane of the deepwater pipe-lay crane vessel is assembled effectively by adoption of the segmenting process, and a better process is provided for the building of a huge vessel.
Description
Technical field
The present invention relates to a kind of assemble method of hoisting crane base of boats and ships, specifically is the heavy ocean engineering hoisting crane base segmentation assemble method on a kind of deep water pipe laying crane ship.
Background technology
Build on the at present large-scale deep water pipe laying crane ship 813.20 tons the heavy ocean engineering hoisting crane base of weighing also do not have can reference technology.
Summary of the invention
Main task of the present invention is to provide a kind of heavy ocean engineering hoisting crane base assemble method of deep water pipe laying crane ship, specifically is a kind of method that adopts sectional construction, realizes the construction of the heavy ocean engineering hoisting crane base on the deep water pipe laying crane ship.
In order to solve above technical matters; Main task of the present invention is to provide a kind of assemble method of heavy ocean engineering hoisting crane base of deep water pipe laying crane ship; It is characterized in that this base comprises understructure, middle level structure and superstructure, the bottom of described understructure be installed in platform deck in the hull above; Main deck with hull is the dividing range of described understructure and middle level structure; A deck with hull is the dividing range of described middle level structure and superstructure, is equipped with the deck base plate in the bottom of each layer structure, the equidistant reinforced rib that is provided with on the base plate of deck; And the horizontal direction of base plate is equipped with crossbeam on the deck, vertically welds transcerse bulkhead on the crossbeam; The longitudinal direction of base plate is laid longeron on the deck, vertically is welded with longitudinal bulkhead on the longeron; Be provided with stiffener straight up in the outer of this base, and on the stiffener upper berth barrel plate, at the top hoop of base ring stiffener is arranged; Adopt the method for following sectional construction:
With understructure, middle level structure and the superstructure stratified construction of this base, build understructure and middle level structure at first respectively, carry at understructure and middle level structure dock and build superstructure again after closing up; Half one built respectively about perhaps the understructure of this base and middle level structure were divided into, and after this left side right-hand part dock lift-launch is closed up, built superstructure again.
The assemble method that also comprises the heavy ocean engineering hoisting crane base of another kind of deep water pipe laying crane ship; It is characterized in that this base comprises understructure, middle level structure and superstructure, the bottom of described understructure be installed in platform deck in the hull above; Main deck with hull is the dividing range of described understructure and middle level structure; A deck with hull is the dividing range of described middle level structure and superstructure, is equipped with the deck base plate in the bottom of each layer structure, the equidistant reinforced rib that is provided with on the base plate of deck; And the horizontal direction of base plate is equipped with crossbeam on the deck, vertically welds transcerse bulkhead on the crossbeam; The longitudinal direction of base plate is laid longeron on the deck, vertically is welded with longitudinal bulkhead on the longeron; Be provided with stiffener straight up in the outer of this base, and on the stiffener upper berth barrel plate, at the top hoop of base ring stiffener is arranged; Adopt its step of method of sectional construction following:
(1) be counter the making except that stiffener and the understructure the barrel plate in the end with the main deck, this understructure is divided into two parts symmetrical, builds in the port and starboard symmetry respectively;
(2) be counter the making except that stiffener and the middle level structure the barrel plate in the end with the A deck, this middle level structure is divided into two parts symmetrical, builds in the port and starboard symmetry respectively;
(3) left side of middle level structure is lifted on to carry out amalgamation on the left side of understructure be left side amalgamation body; The right-hand part of middle level structure is lifted on to carry out amalgamation on the right-hand part of understructure be right-hand part amalgamation body;
(4) tack welding becomes base body cylindraceous on the described platform deck with carrying in above-mentioned left side amalgamation body and the right-hand part amalgamation body depressed place;
(5) in the outer of described base body described stiffener is installed, and is laid the barrel plate in the outside of stiffener;
(6) build described superstructure on the top on A deck.
The invention has the advantages that: adopt of the present invention minute segment process, efficiently solve the heavy ocean engineering hoisting crane base assemble method of deep water pipe laying crane ship, for the construction of large ship provides better process.
Description of drawings
Fig. 1 is the perspective view of the upright state of base of the present invention;
Fig. 2 is the perspective view of base handstand state of the present invention;
Fig. 3 is the present invention's first scheme segmented mode scheme drawing;
Fig. 4 is an alternative plan segmented mode scheme drawing of the present invention;
Fig. 5 is third party's case segmented mode scheme drawing of the present invention.
The specific embodiment
Referring to Fig. 1～Fig. 5, the present invention plans to build heavy ocean engineering hoisting crane base and is positioned at the hull afterbody, and himself weight is 4000 tons.During the stern fixed mode, radius of turn is 43m, and load-carrying ability is 4000 tons; During the full circle swinging pattern, radius of turn 33m, load-carrying ability are 3500 tons.
Planning to build the hoisting crane base is that diameter is the cylinder type of 24.3m, and it highly is 13.40m, and cylindrical shell top is that wall thickness is the steel plate of EH36-Z35 for the 45mm material, and the bottom is that thickness of slab 30mm and 45mm material are the steel plate of EH36.The cylindrical shell bottom is welded on the platform deck 14 of baseline 9100mm, and the high barrel wall of 2.2m is still arranged on A deck 2 at its top.
Concrete understructure is referring to Fig. 1 and Fig. 2: with main deck 1 is basal plane, is equipped with deck base plate 3, the equidistant reinforced rib 4 that is equipped with on deck base plate 3; The horizontal direction of base plate 3 is laid crossbeam 5 on said deck, on crossbeam 5, establishes transcerse bulkhead 6; The longitudinal direction of base plate 3 is laid longeron 7 on the deck, on longeron 7, establishes longitudinal bulkhead 8; 58 vertical stiffeners 9 of peripheral equidistant welding of (main deck 1, A deck 2 and platform deck 14) on the deck are laid barrel plate 10 on stiffener 9.Said barrel plate 10 is 16mm * 750mm, and panel is 25mm * 250mm, and it is initial from 9100mm platform deck 14, passes through main deck 1, and the lower surface on A deck 2 ends.Be provided with the high superstructure TUB of 2.20m above the A deck 2; Stiffener 9 also is set on the barrel wall of superstructure TUB; Highly be 2.20m; Stiffener 9 corresponding align below A deck 2 have circular ring stiffener 11 at the top hoop of the stiffener 9 of superstructure TUB, on this stiffener 9, also are equipped with barrel plate 10.
813.20 tons of hoisting crane understructure gross weights of the present invention, when dock carried, safe load-carrying ability can reach 700 tons.
The construction assemble method of hoisting crane base of the present invention comprises following three kinds of schemes:
First scheme: the base segmentation is divided by carrying out segmentation up and down, is the bottom segmentation from 9100mm A/B platform deck to 14000mm A/B main deck 1 promptly, is designated as 301B; From 14000mm A/B main deck 1 to 20300mmA/B (A deck 2) is the top segmentation, is designated as 301A.The top of 301A segmentation is the TUB segmentation, and the TUB segmentation is also as an independently segmentation, and it is built after closing up in 301A, the lift-launch of 301B segmentation dock, sees Fig. 1-Fig. 3.
This scheme advantage is that as a whole the construction done in the 301A segmentation, can be better to precision control, and in addition, its height dimension drops to 6.3m, and handling and sectional turn-over are convenient, and shortcoming is that vertical stiffener 9 has been broken off at segmentation seam place.
Alternative plan: with understructure by about carry out segmentation and divide; 2 segmentations about promptly the tube structure on (A deck 2) is divided into from the 9100mmA/B platform deck to 20300mm A/B; Dividing range is apart from the 200mm place of larboard apart from hull center line face 0; Larboard one side is the 301A segmentation, and starboard one side is the 301B segmentation.Three-decker TUB segmentation is the same with first scheme, sees Fig. 1, Fig. 2 and Fig. 4.
This scheme advantage is that vertical stiffener does not break off, and shortcoming is the segmentation handling, stand up and increased difficulty.
Third party's case of the present invention:
The first step, the hoisting crane base is carried out segmentation:
See Fig. 5, base is divided into three sections up and down according to understructure, middle level structure and superstructure after, carry out left and right sides segmentation again.Specifically: be understructure promptly, be designated as 301B from 9100mm A/B (platform deck 14) to 14000mm A/B main deck 1; From 14000mm A/B main deck 1 to 20300mmA/B (A deck 2) is the middle level structure, is designated as 301A; 2 parts about again middle level structure 301A and understructure 301B being divided into, dividing range is apart from the 200mm place of larboard apart from hull center line face; The middle level of larboard one side and half one of lower floor are respectively 301AC section and 301BC section, and the middle level of starboard one side and half one of lower floor are 301AD section and 301BD section.
Superstructure TUB as an independently segmentation, and is carried at 301A, 301B segmentation dock and to build after closing up.In addition, also with the L5 (PS) of the both sides, center of base lower end and the pipe laying slideway structure between the L5 (SB) also separately as a segmentation, also be to carry at 301A, 301B segmentation dock to build after closing up.
Second step was respectively 301AC section and 301BC section with above-mentioned middle level and lower floor left side, and the right-hand part of middle level and lower floor is that (removing TUB segmentation and pipe laying slideway structure) assembled in 301AD section and the segmentation of 301BD section, and is specific as follows:
With above-mentioned counter respectively simultaneously assembling of four segmentation hoisting crane bases that is divided into main deck 1 and A deck 2; Counter being assembled into: with 14000mm A/B main deck 1 is anti-left side 301BC section and the right-hand part 301BD that makes understructure 301B in the end; The port and starboard symmetry; Build respectively, but stiffener 9 and barrel plate 10 are not installed.
And then be counter left side 301AC section and the right-hand part 301AD branch of making middle level structure 301A in the end with A deck 2; Be with carrying out segmentation seam place tack welding between left side, middle level 301AC section and the lower floor's left side 301BC section subsequently; Again with carrying out segmentation seam place tack welding between 3 middle level right-hand part 301AD and the right-hand part 301BD of the lower floor section, and two halves base in aggregates after the tack welding is carried out 180 ° stand up.Two and half bases after righting are transferred to respectively on the hull platform deck 14; After being assembled into a cup dolly; 58 vertical stiffeners 9 conducts of peripheral equidistant welding at platform deck 14 are supported, and the shape that outside stiffener 9, surrounds by stiffener is at last laid the barrel plate 10 of 16mm * 750mm in flakes.This laying is initial from 9100mm platform deck 14, passes through main deck 1, and the lower surface on A deck 2 ends.At last, middle level structure 301A is directly carried out the assembling of superstructure TUB section with top in dock, form complete cylindrical structural.
The three-decker assemble method of base of the present invention is identical with said method, is example with middle level right-hand part 301AD section now, provides the concrete inside construction step of each part:
With main deck 1 is basal plane, lays deck base plate 3, equidistant welding reinforced rib 4 on deck base plate 3.The horizontal direction of base plate 3 is laid crossbeam 5 on the deck then, on crossbeam 5, vertically welds transcerse bulkhead 6; Equally, the longitudinal direction of base plate 3 is laid longeron 7 on the deck, on longeron 7, vertically welds longitudinal bulkhead 8.After handling above-mentioned steps, the independent anti-assembled of each segmentation.
The 3rd step: superstructure TUB segmentation and the pipe laying slideway structure of A deck more than 2 carried out last assembling.
After more than construction finished, the cylinder base promptly installed.
Claims (2)
1. the assemble method of the heavy ocean engineering hoisting crane base of a deep water pipe laying crane ship; It is characterized in that this base comprises understructure, middle level structure and superstructure, the bottom of described understructure be installed in platform deck in the hull above; Main deck with hull is the dividing range of described understructure and middle level structure; A deck with hull is the dividing range of described middle level structure and superstructure, is equipped with the deck base plate in the bottom of each layer structure, the equidistant reinforced rib that is provided with on the base plate of deck; And the horizontal direction of base plate is equipped with crossbeam on the deck, vertically welds transcerse bulkhead on the crossbeam; The longitudinal direction of base plate is laid longeron on the deck, vertically is welded with longitudinal bulkhead on the longeron; Be provided with stiffener straight up in the outer of this base, and on the stiffener upper berth barrel plate, at the top hoop of base ring stiffener is arranged; Adopt the method for following sectional construction:
With understructure, middle level structure and the superstructure stratified construction of this base, build understructure and middle level structure at first respectively, carry at understructure and middle level structure dock and build superstructure again after closing up; Half one built respectively about perhaps the understructure of this base and middle level structure were divided into, and after this left side right-hand part dock lift-launch is closed up, built superstructure again.
2. the assemble method of the heavy ocean engineering hoisting crane base of a deep water pipe laying crane ship; It is characterized in that this base comprises understructure, middle level structure and superstructure, the bottom of described understructure be installed in platform deck in the hull above; Main deck with hull is the dividing range of described understructure and middle level structure; A deck with hull is the dividing range of described middle level structure and superstructure, is equipped with the deck base plate in the bottom of each layer structure, the equidistant reinforced rib that is provided with on the base plate of deck; And the horizontal direction of base plate is equipped with crossbeam on the deck, vertically welds transcerse bulkhead on the crossbeam; The longitudinal direction of base plate is laid longeron on the deck, vertically is welded with longitudinal bulkhead on the longeron; Be provided with stiffener straight up in the outer of this base, and on the stiffener upper berth barrel plate, at the top hoop of base ring stiffener is arranged; Adopt the method for following sectional construction:
(1) be counter the making except that stiffener and the understructure the barrel plate in the end with the main deck, this understructure is divided into two parts symmetrical, builds in the port and starboard symmetry respectively;
(2) be counter the making except that stiffener and the middle level structure the barrel plate in the end with the A deck, this middle level structure is divided into two parts symmetrical, builds in the port and starboard symmetry respectively;
(3) left side of middle level structure is lifted on to carry out amalgamation on the left side of understructure be left side amalgamation body; The right-hand part of middle level structure is lifted on to carry out amalgamation on the right-hand part of understructure be right-hand part amalgamation body; With carrying out segmentation seam place tack welding between left side, middle level and the lower floor left side; Again with carrying out segmentation seam place tack welding between middle level right-hand part and the lower floor's right-hand part;
(4) tack welding becomes base body cylindraceous on the described platform deck with carrying in above-mentioned left side amalgamation body and the right-hand part amalgamation body depressed place;
(5) in the outer of described base body described stiffener is installed, and is laid the barrel plate in the outside of stiffener;
(6) build described superstructure on the top on A deck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110145722 CN102328728B (en) | 2011-06-01 | 2011-06-01 | Assembly method of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110145722 CN102328728B (en) | 2011-06-01 | 2011-06-01 | Assembly method of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102328728A true CN102328728A (en) | 2012-01-25 |
| CN102328728B CN102328728B (en) | 2013-08-14 |
Family
ID=45480753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110145722 Expired - Fee Related CN102328728B (en) | 2011-06-01 | 2011-06-01 | Assembly method of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102328728B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104029797A (en) * | 2013-03-05 | 2014-09-10 | 中集海洋工程研究院有限公司 | Method for reinforcing deck crane pedestal of drilling platform |
| CN106184617A (en) * | 2016-07-11 | 2016-12-07 | 葛洲坝机械工业有限公司 | A kind of installation method of support cylinder |
| CN107980015A (en) * | 2015-03-10 | 2018-05-01 | 派特法石油服务有限公司 | Pipe set station |
| CN110525576A (en) * | 2019-08-26 | 2019-12-03 | 芜湖造船厂有限公司 | A kind of ship deck base construction and ship deck base construction installation method |
| CN113682420A (en) * | 2021-09-17 | 2021-11-23 | 上海外高桥造船有限公司 | Ship oil tank structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55160685A (en) * | 1979-05-29 | 1980-12-13 | Kayaba Ind Co Ltd | Method of shipboard cargo work |
| JPS5938188A (en) * | 1982-08-30 | 1984-03-01 | Mitsui Eng & Shipbuild Co Ltd | Ship |
| CN101343021A (en) * | 2008-08-20 | 2009-01-14 | 大连华锐股份有限公司 | Large-scale full-turning offshore platform crane |
| CN201236117Y (en) * | 2008-07-17 | 2009-05-13 | 上海振华港口机械（集团）股份有限公司 | Pulling crane |
| CN101746480A (en) * | 2008-12-12 | 2010-06-23 | 中国海洋石油总公司 | Technique for assembling large revolving crane on crane ship |
-
2011
- 2011-06-01 CN CN 201110145722 patent/CN102328728B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55160685A (en) * | 1979-05-29 | 1980-12-13 | Kayaba Ind Co Ltd | Method of shipboard cargo work |
| JPS5938188A (en) * | 1982-08-30 | 1984-03-01 | Mitsui Eng & Shipbuild Co Ltd | Ship |
| CN201236117Y (en) * | 2008-07-17 | 2009-05-13 | 上海振华港口机械（集团）股份有限公司 | Pulling crane |
| CN101343021A (en) * | 2008-08-20 | 2009-01-14 | 大连华锐股份有限公司 | Large-scale full-turning offshore platform crane |
| CN101746480A (en) * | 2008-12-12 | 2010-06-23 | 中国海洋石油总公司 | Technique for assembling large revolving crane on crane ship |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104029797A (en) * | 2013-03-05 | 2014-09-10 | 中集海洋工程研究院有限公司 | Method for reinforcing deck crane pedestal of drilling platform |
| CN104029797B (en) * | 2013-03-05 | 2016-07-06 | 中集海洋工程研究院有限公司 | The deck of a kind of drilling platforms is hung pedestal and is added strong method |
| CN107980015A (en) * | 2015-03-10 | 2018-05-01 | 派特法石油服务有限公司 | Pipe set station |
| CN106184617A (en) * | 2016-07-11 | 2016-12-07 | 葛洲坝机械工业有限公司 | A kind of installation method of support cylinder |
| CN110525576A (en) * | 2019-08-26 | 2019-12-03 | 芜湖造船厂有限公司 | A kind of ship deck base construction and ship deck base construction installation method |
| CN113682420A (en) * | 2021-09-17 | 2021-11-23 | 上海外高桥造船有限公司 | Ship oil tank structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102328728B (en) | 2013-08-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102328727B (en) | Segmenting methods of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel | |
| CN102328728B (en) | Assembly method of chassis of heavy oceaneering crane of deepwater pipe-lay crane vessel | |
| CN101544268B (en) | Method for half-breadth double-span total assembling and building in shipbuilding | |
| CN102431626B (en) | Installation method of overlong twin-skeg structure segment and shaft bracket dock | |
| CN202464087U (en) | Double bottom structure of liquid cargo tank | |
| CN205000256U (en) | Cast -in -place case roof beam of high mound of bridge construction support system | |
| CN104386219B (en) | The follow-up docking technique of jack-up unit shoe | |
| CN109625157B (en) | Method for integrally constructing wing bridge sections of large container ship | |
| CN103057661A (en) | Whole hoisting craft of ship superstructure | |
| CN101927962A (en) | Method for hoisting large-sized workpiece with double gantry cranes and lifting appliance | |
| CN102642601B (en) | Movable full-rotation type hoisting catamaran | |
| CN107352450A (en) | FPSO cranes stack shell and its construction installation method | |
| CN110029674A (en) | A kind of bracing demolition and basement construction method for deep basal pit | |
| CN103213654B (en) | A kind of method of construction of platform | |
| CN105752268A (en) | Super-large ship stern section assembling and hoisting method | |
| CN110893520A (en) | Storage tank inversion method | |
| CN104891325A (en) | Ship body bracket and whole-ship lifting and transporting launching method | |
| CN203998716U (en) | A kind of spliced crane barge waterborne | |
| CN104340336B (en) | A kind of overweight sectional turn-over method of ship | |
| CN202225997U (en) | Rudder horn | |
| CN102367062B (en) | Method for constructing upper layer structure of base for heavy-duty ocean engineering crane | |
| CN103171976A (en) | Hoisting method for shipyard gantry crane | |
| CN209583940U (en) | A kind of integrated steel reinforced concrete treatment tank and its mold | |
| CN205381375U (en) | Supporting mechanism is always organized in segmentation of super large vessel stern portion | |
| CN109850059A (en) | A kind of segmentation division design method of G4 type collection rolling ship |
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: 20130814 Termination date: 20150601 |
|
| EXPY | Termination of patent right or utility model |