CN107470860A - A kind of building technology of offshore boosting station lower component - Google Patents
A kind of building technology of offshore boosting station lower component Download PDFInfo
- Publication number
- CN107470860A CN107470860A CN201710580887.XA CN201710580887A CN107470860A CN 107470860 A CN107470860 A CN 107470860A CN 201710580887 A CN201710580887 A CN 201710580887A CN 107470860 A CN107470860 A CN 107470860A
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- singletree
- steel
- hound
- welding
- pipe pile
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/25—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of building technology of offshore boosting station lower component, its step are as follows：（1）Steel plate presses jacking figure blanking；（2）Line, beveling and cutting；（3）Make steel-pipe pile, singletree and hound；（4）Close up welded steel pipe pile, singletree, hound.The present invention closes up welding by vertical again after each segmentation first horizontal construction, building technology orderliness is orderly, efficiency of construction is greatly improved, ensure that the support steadiness that bottom is set up, so as to ensure that the longtime running of offshore boosting station is safeguarded, and steel-pipe pile includes vertical portion and intilted rake, the supportive of lower component is substantially increased, is not susceptible to tilt, it is high to edge rolling and split requirement, using high, few without arc light, flue dust using submerged-arc welding, welding quality stable, welding productivity；Rationally reserved welding surplus, ensures welding quality and welding precision, substantially increases the supportive of lower component, certain stability is brought to whole offshore boosting station.
Description
Technical field
The invention belongs to marine transportation manufacturing field, and in particular to a kind of building technology of offshore boosting station lower component.
Background technology
With the huge consumption of fossil energy and the serious pollution of environment, it is each that regenerative resource receives the world more and more
The concern of state, wind energy turns into most one of new energy of competitiveness, and compared to land wind-powered electricity generation, offshore wind farm is not only not take up soil money
Source, and energy abundance, stable, utilization rate height of contributing, it has also become the new direction of world's Wind Power Development.At present, China is built
If the most offshore 10-30km of coastal waters wind-powered electricity generation, project planning capacity is 200-300kw, by more 3mw-6mw offshore wind turbines groups
Generate electricity, power transmission is concentrated to offshore boosting station via submarine cable current collection link, then the main transformer boosting through offshore boosting station is sent
To transformer station on the bank complete electric power send out, therefore, offshore boosting station turn into offshore wind farm generate electricity send out most important link it
One.
Lower component plays the effect of supportive to whole offshore boosting station, thus the edge rolling to lower component, cutting,
The requirement welded, make and closed up is very strict, when traditional offshore boosting station lower component is built, has the disadvantage that：
Because structure is larger when lower component is built, lower component monoblock type construction difficulty is bigger, takes time and effort simultaneously, and step is complicated
In disorder and low to edge rolling and split requirement during construction, welding is unstable, poor welding quality, largely reducing lower component
Precision and supportive are connected, certain unstability is brought to whole offshore boosting station.
The content of the invention
In view of the above-mentioned deficiencies in the prior art, it is an object of the present invention to now provide, a kind of processing step orderliness is orderly, and manufacture is smart
Degree is high, improves efficiency of construction, improves the building technology of the offshore boosting station lower component of stability.
In order to solve the above technical problems, the technical solution adopted by the present invention is：A kind of offshore boosting station lower component is built
Make technique, lower component is one to be vertically arranged and its lower end extends to the jacket of the following supporting course of sea bed, and jacket includes more
Individual steel-pipe pile, steel-pipe pile include vertical portion and rake, and the lower end of the rake and the upper end of vertical portion connect, tilted simultaneously
The upper end in portion, which slopes inwardly, to be set, and the rake of multiple steel-pipe piles is corresponding in turn to setting, while the upper end position in adjacent inclined portion
Between, the first singletree, the second singletree, the 3rd singletree are respectively equipped between medium position, between lower end position, it is adjacent to incline
Two hounds arranged in a crossed manner are provided between inclined portion, the center of hound is connected with the center of the second singletree, multiple inclinations
A platform is provided between the upper end in portion, the platform is placed in the top position of the first singletree, while the outer ring of the platform is set respectively
There is fence, the rake upper end of any steel-pipe pile is provided with the vertically arranged cat ladder of a book；
A kind of building technology of offshore boosting station lower component, first be respectively segmented after horizontal construction again it is vertical close up welding, its step
It is as follows：（1）Steel plate presses jacking figure blanking；（2）Line, beveling and cutting；（3）Make steel-pipe pile, singletree and hound；（4）
Close up welded steel pipe pile, singletree, hound.
Further, it is comprised the following steps that：
（1）Steel plate presses jacking figure blanking：According to jacking figure blanking, cutting drawing and cutting instruction repertorie are carefully checked before cutting, is kept away
Exempt from miscut, to be made a record in cutting process, every block of steel plate of cutting will check steel plate furnace lot number, make a record, in addition
Every piece of part of well cutting will have corresponding mark, not repeat to cut, and the sheet material and clout of well cutting will reasonable heaps in batches
Put；
（2）Line, beveling and cutting：The line of jacket stull pipe and down tube is very crucial, and important line must pass through electricity
Brain cutting instruction repertorie produces, and is powder marking in cutting stock, and content includes cylinder inside and outside the support tube of bevel cut
Line is examined in longitudinal direction etc. point up and down of intersection and detected size, and determines test point and cut point, to all inspection lines and pass
Key point, it is required to be marked with ocean punching；Welding groove, diagonal brace are correctly cut according to the details in jacking figure and construction drawing
Pipe intersection and its groove hand cut again after cylinder splicing；
（3）Make steel-pipe pile, singletree and hound：The drawing provided first according to design department is checked and is familiar with each piece
The machined parameters of sheet material, the processing dimension of each block of plate is controlled after processing, sheet material edge rolling direction both ends are respectively added with 100mm processing
Surplus；Secondly, suitable attitude is rotated according to steel-pipe pile, singletree, the diameter of hound, wall thickness, then rolled,
Roll to be positioned on veneer reeling machine and disposably complete；Again, the weld seam between steel-pipe pile, singletree and hound is welded
Connect, after the completion of welding, check the circularity of steel-pipe pile, singletree and hound；
（4）Close up welded steel pipe pile, singletree, hound：Have good positioning after steel-pipe pile, lift singletree and hound respectively,
Spot welding singletree and hound after lifting in place；The middle part surplus of hound is cut, and passes through circumferential weld with singletree medium position
Spot welding positions；Lincoln weld is used when welded steel pipe pile and singletree, first welding bead is cleaned out before welding, it is first right during welding
Welded on the inside of cylinder, then outside carbon plane back chipping, capping, during positioning, the twice longitudinal plate in adjacent cylinder, which is sewed on down, to be staggered
90 °, the weld seam that lateral loops are stitched to rare more than 50mm is overlapping, and the strengthening of welded seam in beginning and end region must not exceed 3mm.
Beneficial effects of the present invention are as follows：
1st, welding is closed up by vertical again after each segmentation first horizontal construction when the present invention builds lower component, building technology orderliness has
Sequence, greatly improves efficiency of construction, and the jacket of lower component passes through steel-pipe pile, the first singletree, the second singletree, the 3rd stull
The setting of bar and hound, the support steadiness that bottom is set up is ensure that, so as to ensure that the longtime running of offshore boosting station is tieed up
Shield, and steel-pipe pile includes vertical portion and intilted rake, substantially increases the supportive of lower component, is not susceptible to
Tilt.
2nd, steel plate is included when lower component is built by the blanking of jacking figure, line beveling and cutting, making steel-pipe pile and singletree
And hound, close up the step such as welded steel pipe pile and singletree one-level hound, and it is high to edge rolling and split requirement, using adopting
It is high, few without arc light, flue dust with submerged-arc welding, welding quality stable, welding productivity；Rationally reserved welding surplus, ensures welding matter
Amount and welding precision, substantially increase the supportive of lower component, certain stability are brought to whole offshore boosting station.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the lower component of the building technology of offshore boosting station lower component of the present invention.
Embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation
Content disclosed by book understands other advantages and effect of the present invention easily.
As shown in Fig. 1, a kind of building technology of offshore boosting station lower component, the lower component is vertically arranged for one
And its lower end extends to the jacket of the following supporting course of sea bed, the jacket includes multiple steel-pipe piles, and the steel-pipe pile includes
Vertical portion and rake, the lower end of the rake and the upper end of vertical portion are connected, while the upper end inward slant of rake is set
Put, the rake of the multiple steel-pipe pile is corresponding in turn to setting, while between the upper end position in adjacent inclined portion, medium position it
Between, be respectively equipped with the first singletree, the second singletree, the 3rd singletree between lower end position, be provided with and hand between adjacent inclined portion
Pitch two hounds set, the center of hound is connected with the center of the second singletree, the upper end of the multiple rake it
Between be provided with a platform, the platform is placed in the top position of the first singletree, while the outer ring of the platform is respectively equipped with fence, any
The rake upper end of steel-pipe pile is provided with the vertically arranged cat ladder of a book；
A kind of building technology of offshore boosting station lower component, first be respectively segmented after horizontal construction again it is vertical close up welding, its step
It is as follows：（1）Steel plate presses jacking figure blanking；（2）Line, beveling and cutting；（3）Make steel-pipe pile, singletree and hound；（4）
Close up welded steel pipe pile, singletree, hound.
It is comprised the following steps that：
（1）Steel plate presses jacking figure blanking：According to jacking figure blanking, cutting drawing and cutting instruction repertorie are carefully checked before cutting, is kept away
Exempt from miscut, to be made a record in cutting process, every block of steel plate of cutting will check steel plate furnace lot number, make a record, in addition
Every piece of part of well cutting will have corresponding mark, not repeat to cut, and the sheet material and clout of well cutting will reasonable heaps in batches
Put；
（2）Line, beveling and cutting：The line of jacket stull pipe and down tube is very crucial, and important line must pass through electricity
Brain cutting instruction repertorie produces, and is powder marking in cutting stock, and content includes cylinder inside and outside the support tube of bevel cut
Line is examined in longitudinal direction etc. point up and down of intersection and detected size, and determines test point and cut point, to all inspection lines and pass
Key point, it is required to be marked with ocean punching；Welding groove, diagonal brace are correctly cut according to the details in jacking figure and construction drawing
Pipe intersection and its groove hand cut again after cylinder splicing；
（3）Make steel-pipe pile, singletree and hound：The drawing provided first according to design department is checked and is familiar with each piece
The machined parameters of sheet material, the processing dimension of each block of plate is controlled after processing, sheet material edge rolling direction both ends are respectively added with 100mm processing
Surplus；Secondly, suitable attitude is rotated according to steel-pipe pile, singletree, the diameter of hound, wall thickness, then rolled,
Roll to be positioned on veneer reeling machine and disposably complete；Again, the weld seam between steel-pipe pile, singletree and hound is welded
Connect, after the completion of welding, check the circularity of steel-pipe pile, singletree and hound；
（4）Close up welded steel pipe pile, singletree, hound：Have good positioning after steel-pipe pile, lift singletree and hound respectively,
Spot welding singletree and hound after lifting in place；The middle part surplus of hound is cut, and passes through circumferential weld with singletree medium position
Spot welding positions；Lincoln weld is used when welded steel pipe pile and singletree, first welding bead is cleaned out before welding, it is first right during welding
Welded on the inside of cylinder, then outside carbon plane back chipping, capping, during positioning, the twice longitudinal plate in adjacent cylinder, which is sewed on down, to be staggered
90 °, the weld seam that lateral loops are stitched to rare more than 50mm is overlapping, and the strengthening of welded seam in beginning and end region must not exceed 3mm.
Close up welding, building technology orderliness by vertical again after each segmentation first horizontal construction when the present invention builds lower component
In order, efficiency of construction is greatly improved, the jacket of lower component passes through steel-pipe pile, the first singletree, the second singletree, the 3rd horizontal stroke
The setting of strut and hound, the support steadiness that bottom is set up is ensure that, so as to ensure the longtime running of offshore boosting station
Safeguard, and steel-pipe pile includes vertical portion and intilted rake, substantially increases the supportive of lower component, is not easy to send out
It is raw to tilt.
Include when lower component is built steel plate by the blanking of jacking figure, line beveling and cutting, make steel-pipe pile and singletree with
And hound, close up the step such as welded steel pipe pile and singletree one-level hound, and it is high to edge rolling and split requirement, using use
Submerged-arc welding, welding quality stable, welding productivity are high, few without arc light, flue dust；Rationally reserved welding surplus, ensures welding quality
And welding precision, the supportive of lower component is substantially increased, certain stability is brought to whole offshore boosting station.
Above-described embodiment is presently preferred embodiments of the present invention, is not the limitation to technical solution of the present invention, as long as
The technical scheme that can be realized on the basis of above-described embodiment without creative work, it is regarded as falling into patent of the present invention
Rights protection scope in.
Claims (2)
- A kind of 1. building technology of offshore boosting station lower component, it is characterised in that：The lower component be one be vertically arranged and Its lower end extends to the jacket of the following supporting course of sea bed, and the jacket includes multiple steel-pipe piles, and the steel-pipe pile includes perpendicular Straight portion and rake, the lower end of the rake and the upper end of vertical portion are connected, while the upper end inward slant of rake is set, The rake of the multiple steel-pipe pile is corresponding in turn to setting, at the same between the upper end position in adjacent inclined portion, between medium position, The first singletree, the second singletree, the 3rd singletree are respectively equipped between lower end position, adjacent inclined is set between portion provided with intersection Two hounds put, the center of hound are connected with the center of the second singletree, set between the upper end of the multiple rake There is a platform, the platform is placed in the top position of the first singletree, while the outer ring of the platform is respectively equipped with fence, any steel pipe The rake upper end of stake is provided with the vertically arranged cat ladder of a book；A kind of building technology of offshore boosting station lower component, first be respectively segmented after horizontal construction again it is vertical close up welding, its step It is as follows：（1）Steel plate presses jacking figure blanking；（2）Line, beveling and cutting；（3）Make steel-pipe pile, singletree and hound；（4） Close up welded steel pipe pile, singletree, hound.
- A kind of 2. building technology of offshore boosting station lower component according to claim 1, it is characterised in that：Its specific steps It is as follows：（1）Steel plate presses jacking figure blanking：According to jacking figure blanking, cutting drawing and cutting instruction repertorie are carefully checked before cutting, is kept away Exempt from miscut, to be made a record in cutting process, every block of steel plate of cutting will check steel plate furnace lot number, make a record, in addition Every piece of part of well cutting will have corresponding mark, not repeat to cut, and the sheet material and clout of well cutting will reasonable heaps in batches Put；（2）Line, beveling and cutting：The line of jacket stull pipe and down tube is very crucial, and important line must pass through electricity Brain cutting instruction repertorie produces, and is powder marking in cutting stock, and content includes cylinder inside and outside the support tube of bevel cut Line is examined in longitudinal direction etc. point up and down of intersection and detected size, and determines test point and cut point, to all inspection lines and pass Key point, it is required to be marked with ocean punching；Welding groove, diagonal brace are correctly cut according to the details in jacking figure and construction drawing Pipe intersection and its groove hand cut again after cylinder splicing；（3）Make steel-pipe pile, singletree and hound：The drawing provided first according to design department is checked and is familiar with each piece The machined parameters of sheet material, the processing dimension of each block of plate is controlled after processing, sheet material edge rolling direction both ends are respectively added with 100mm processing Surplus；Secondly, suitable attitude is rotated according to steel-pipe pile, singletree, the diameter of hound, wall thickness, then rolled, Roll to be positioned on veneer reeling machine and disposably complete；Again, the weld seam between steel-pipe pile, singletree and hound is welded Connect, after the completion of welding, check the circularity of steel-pipe pile, singletree and hound；（4）Close up welded steel pipe pile, singletree, hound：Have good positioning after steel-pipe pile, lift singletree and hound respectively, Spot welding singletree and hound after lifting in place；The middle part surplus of hound is cut, and passes through circumferential weld with singletree medium position Spot welding positions；Lincoln weld is used when welded steel pipe pile and singletree, first welding bead is cleaned out before welding, it is first right during welding Welded on the inside of cylinder, then outside carbon plane back chipping, capping, during positioning, the twice longitudinal plate in adjacent cylinder, which is sewed on down, to be staggered 90 °, the weld seam that lateral loops are stitched to rare more than 50mm is overlapping, and the strengthening of welded seam in beginning and end region must not exceed 3mm.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710580887.XA CN107470860B (en) | 2017-07-17 | 2017-07-17 | A kind of building technology of offshore boosting station lower component |
| PCT/CN2017/119682 WO2019015260A1 (en) | 2017-07-17 | 2017-12-29 | Construction process of lower assembly of offshore voltage booster substation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710580887.XA CN107470860B (en) | 2017-07-17 | 2017-07-17 | A kind of building technology of offshore boosting station lower component |
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| Publication Number | Publication Date |
|---|---|
| CN107470860A true CN107470860A (en) | 2017-12-15 |
| CN107470860B CN107470860B (en) | 2019-05-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710580887.XA Active CN107470860B (en) | 2017-07-17 | 2017-07-17 | A kind of building technology of offshore boosting station lower component |
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|---|---|
| CN (1) | CN107470860B (en) |
| WO (1) | WO2019015260A1 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487212A (en) * | 2018-03-13 | 2018-09-04 | 海洋石油工程股份有限公司 | Jacket skirt pile sleeve combines sheet of hoisting |
| CN109137867A (en) * | 2018-10-11 | 2019-01-04 | 江苏长风海洋装备制造有限公司 | One kind, which is made and lies on one's side for large jacket side, builds transportation technology |
| WO2019015260A1 (en) * | 2017-07-17 | 2019-01-24 | 南通蓝岛海洋工程有限公司 | Construction process of lower assembly of offshore voltage booster substation |
| CN110790122A (en) * | 2019-11-15 | 2020-02-14 | 南通泰胜蓝岛海洋工程有限公司 | Main lifting lug for booster station project and construction process of main lifting lug |
| CN111015103A (en) * | 2019-12-13 | 2020-04-17 | 南通泰胜蓝岛海洋工程有限公司 | Folding process and positioning tool for offshore booster station |
| CN111604643A (en) * | 2020-05-08 | 2020-09-01 | 友联船厂（蛇口）有限公司 | Manufacturing and mounting process of crane upright column for ship and ocean engineering |
| CN112872729A (en) * | 2021-01-14 | 2021-06-01 | 中铁工程设计咨询集团有限公司 | Manufacturing method and assembling method of straddle type single-rail steel-concrete combined track beam stable surface component |
| CN114704436A (en) * | 2022-06-06 | 2022-07-05 | 华电曹妃甸重工装备有限公司 | Offshore wind power jacket construction system and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107470860B (en) * | 2017-07-17 | 2019-05-21 | 南通蓝岛海洋工程有限公司 | A kind of building technology of offshore boosting station lower component |
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| US3825076A (en) * | 1973-02-09 | 1974-07-23 | Brown & Root | Pile mounted drilling rig and method |
| CN202492833U (en) * | 2012-03-30 | 2012-10-17 | 广东省电力设计研究院 | Double-platform offshore booster station |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019015260A1 (en) * | 2017-07-17 | 2019-01-24 | 南通蓝岛海洋工程有限公司 | Construction process of lower assembly of offshore voltage booster substation |
| CN108487212A (en) * | 2018-03-13 | 2018-09-04 | 海洋石油工程股份有限公司 | Jacket skirt pile sleeve combines sheet of hoisting |
| CN109137867A (en) * | 2018-10-11 | 2019-01-04 | 江苏长风海洋装备制造有限公司 | One kind, which is made and lies on one's side for large jacket side, builds transportation technology |
| CN110790122A (en) * | 2019-11-15 | 2020-02-14 | 南通泰胜蓝岛海洋工程有限公司 | Main lifting lug for booster station project and construction process of main lifting lug |
| CN111015103A (en) * | 2019-12-13 | 2020-04-17 | 南通泰胜蓝岛海洋工程有限公司 | Folding process and positioning tool for offshore booster station |
| CN111015103B (en) * | 2019-12-13 | 2021-11-26 | 南通泰胜蓝岛海洋工程有限公司 | Folding process and positioning tool for offshore booster station |
| CN111604643A (en) * | 2020-05-08 | 2020-09-01 | 友联船厂（蛇口）有限公司 | Manufacturing and mounting process of crane upright column for ship and ocean engineering |
| CN111604643B (en) * | 2020-05-08 | 2021-06-15 | 友联船厂（蛇口）有限公司 | Manufacturing and mounting process of crane upright column for ship and ocean engineering |
| CN112872729A (en) * | 2021-01-14 | 2021-06-01 | 中铁工程设计咨询集团有限公司 | Manufacturing method and assembling method of straddle type single-rail steel-concrete combined track beam stable surface component |
| CN114704436A (en) * | 2022-06-06 | 2022-07-05 | 华电曹妃甸重工装备有限公司 | Offshore wind power jacket construction system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107470860B (en) | 2019-05-21 |
| WO2019015260A1 (en) | 2019-01-24 |
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