CN108571005A - Jacket construction technique - Google Patents
Jacket construction technique Download PDFInfo
- Publication number
- CN108571005A CN108571005A CN201810255814.8A CN201810255814A CN108571005A CN 108571005 A CN108571005 A CN 108571005A CN 201810255814 A CN201810255814 A CN 201810255814A CN 108571005 A CN108571005 A CN 108571005A
- Authority
- CN
- China
- Prior art keywords
- jacket
- piling bar
- barge
- piling
- face plate
- 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
- 238000000034 method Methods 0.000 title claims abstract description 23
- 238000010276 construction Methods 0.000 title claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 230000005484 gravity Effects 0.000 claims abstract description 7
- 230000000694 effects Effects 0.000 claims abstract 2
- 230000000630 rising effect Effects 0.000 claims description 6
- 238000009304 pastoral farming Methods 0.000 claims description 4
- 230000007423 decrease Effects 0.000 claims description 3
- 235000012054 meals Nutrition 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012913 prioritisation Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0039—Methods for placing the offshore structure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0039—Methods for placing the offshore structure
- E02B2017/0047—Methods for placing the offshore structure using a barge
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
A kind of jacket construction technique of the present invention, it is characterised in that：The technique includes following steps：Step 1, barge drive jacket to target location；Step 2, barge ballast tank start load ballast water so that barge tilt 2~3 °；Step 3, jacket slide onto on returning face plate downwards；Step 4, lifting；Piling bar is lifted to flip bit by step 5；Step 6 has been inserted into stake device；Dovetail on the end of the chain wound in step 7, hoist engine is hooked in the tail portion of piling bar；Step 8, loop wheel machine drive vertical piling bar to be inserted into the piling bar hole of jacket by playing stake device；A device disengaging piling bar is played in sinking one end to piling bar after under the effect of gravity；Step 9 repeats step 5~8, until being inserted into all piling bars in the piling bar hole of jacket.A kind of jacket construction technique of the present invention, transport, operation are extremely convenient.
Description
Technical field
The present invention relates to a kind of jacket construction techniques, more particularly, to one kind to jacket and piling bar in offshore engineering
The technique overturn, installed.
Background technology
Currently, need to install jacket in advance in the work progress such as ocean wind-powered electricity generation, jacket is bulky, weight pole
Weight not only loads and unloads ship difficulty if being transported using vertical mode, and the capacity of anti-storm in shipping process is very poor, is unfavorable for applying
Work safety；And jacket it is in place after also need to installation piling bar and be fixed, it is long that the piling bar of large jacket often reaches rice up to a hundred,
Therefore can only carry out it is laterally disposed transported afterwards above deck, overturning is to vertical after shipping to destination, in the process of overturning
It is middle to need to be fixed to facilitate loop wheel machine operation using the stake device that rises for filling in piling bar head；But play the installation process of stake device
In nowadays lack effective lead-in mode, often carried out by the way of impact, to less than inefficiency, and safety,
Working specification is poor.
Invention content
The purpose of the present invention is to overcome the above shortcomings and to provide a kind of transport, the extremely convenient jacket constructions of operation
Technique.
The object of the present invention is achieved like this：
A kind of jacket construction technique, it is characterised in that：The technique includes following steps：
Step 1, barge drive jacket to target location, and are equipped with slideway on the deck of barge, and jacket is laterally put
It is placed on the slideway；
Step 2, barge ballast tank start to load ballast water so that barge tilts 2~3 °, and the stub end of jacket
It is located at rising end positioned at decline end, small head end, meanwhile, the barge is provided with returning face plate in the stub end of jacket, the overturning
It being hinged with the deck of barge in the middle part of the bottom surface of plate, the half of returning face plate is suspended on outside barge, the other half is shelved above deck, and
The top surface of returning face plate is flush with chute surface；
Step 3, jacket slide onto on returning face plate downwards, distinguish towed vessel by cable on the four of jacket angle at this time
It holds, when the center of gravity of jacket slides onto the free end of overturning meal, returning face plate overturning drives jacket to enter water；Whole process is kept away
Exempt from jacket and grazing occurs with deck end；
The small head end that step 4, loop wheel machine lift by crane jacket is begun to ramp up, and disengages two towboats being connected with the small head end of jacket
Cable, while rising, the ballast tank on the stub end of jacket loads ballast water, until the vertical rigging out of jacket
Rear tube frame stub end disconnects the cable with two towboats；
Piling bar is lifted to flip bit by step 5, and piling bar is shelved on and turns on a device, this turns over a device and is articulated with deck for one
Flip piece on tail portion is provided with the U-lag being embedded in for piling bar on the top surface of the flip piece；One is provided on the side wall of piling bar to wear
Hole, the head of a rope have been connected to the head of stake device after perforation, and the tail portion of the rope is connected to volume after a fixed pulley
Raise machine；
Step 6, hoist engine work, have driven stake device to be entirely insertable in the head of piling bar by rope, play stake device and are passed through height
It is connected with piling bar realization after pressing gas expansion, then disconnects rope；
Dovetail on the end of the chain wound in step 7, hoist engine is hooked in the tail portion of piling bar；Hoist engine work,
Loop wheel machine is lifted by crane to playing a stake device, and piling bar is overturn by horizontal cross to vertical vertical under the action of turning over device；
Step 8, loop wheel machine drive vertical piling bar to be inserted into the piling bar hole of jacket by playing stake device；Piling bar is in gravity
A device, which is played, after the distance of lower sinking one end is detached from piling bar；
Step 9 repeats step 5~8, until being inserted into all piling bars in the piling bar hole of jacket.
Compared with prior art, the beneficial effects of the invention are as follows：
The present invention carries out ballast to barge during jacket installation and handles so that sliding jacket after its inclination, not only
Operating efficiency is improved, and is avoided to jacket grazing in morning；Meanwhile in the lifting switching process of piling bar, utilizing rope
The mode of traction has been packed into stake device, avoids and causes to damage to playing stake device and piling bar, and operation is convenient, safer reliable.
Description of the drawings
Fig. 1 is the status diagram that piling bar lifts by crane in a kind of jacket construction technique of the present invention.
Fig. 2 is status diagram when piling bar is overturn in a kind of jacket construction technique of the present invention.
Partial schematic diagram when Fig. 3 is piling bar pitching pile in a kind of jacket construction technique of the present invention.
Specific implementation mode
Referring to Fig. 1~3, a kind of jacket construction technique of the present invention, the technique includes following steps：
Step 1, barge drive jacket to target location, and are equipped with slideway on the deck of barge, and jacket is laterally put
It is placed on the slideway；
Step 2, barge ballast tank start to load ballast water so that barge tilts 2~3 °, and the stub end of jacket
It is located at rising end positioned at decline end, small head end, meanwhile, the barge is provided with returning face plate in the stub end of jacket, the overturning
It being hinged with the deck of barge in the middle part of the bottom surface of plate, the half of returning face plate is suspended on outside barge, the other half is shelved above deck, and
The top surface of returning face plate is flush with chute surface；
Step 3, jacket slide onto on returning face plate downwards, distinguish towed vessel by cable on the four of jacket angle at this time
It holds, when the center of gravity of jacket slides onto the free end of overturning meal, returning face plate overturning drives jacket to enter water；Whole process is kept away
Exempt from jacket and grazing occurs with deck end；
The small head end that step 4, loop wheel machine lift by crane jacket is begun to ramp up, and disengages two towboats being connected with the small head end of jacket
Cable, while rising, the ballast tank on the stub end of jacket loads ballast water, until the vertical rigging out of jacket
Rear tube frame stub end disconnects the cable with two towboats；
Piling bar is lifted to flip bit by step 5, and piling bar is shelved on and turns on a device, this turns over a device and is articulated with deck for one
Flip piece on tail portion is provided with the U-lag being embedded in for piling bar on the top surface of the flip piece；One is provided on the side wall of piling bar to wear
Hole, the head of a rope have been connected to the head of stake device after perforation, and the tail portion of the rope is connected to volume after a fixed pulley
Raise machine；
Step 6, hoist engine work, have driven stake device to be entirely insertable in the head of piling bar by rope, play stake device and are passed through height
It is connected with piling bar realization after pressing gas expansion, then disconnects rope；
Dovetail on the end of the chain wound in step 7, hoist engine is hooked in the tail portion of piling bar；Hoist engine work,
Loop wheel machine is lifted by crane to playing a stake device, and piling bar is overturn by horizontal cross to vertical vertical under the action of turning over device；
Step 8, loop wheel machine drive vertical piling bar to be inserted into the piling bar hole of jacket by playing stake device；Piling bar is in gravity
A device, which is played, after the distance of lower sinking one end is detached from piling bar；
Step 9 repeats step 5~8, until being inserted into all piling bars in the piling bar hole of jacket；
In addition：It should be noted that above-mentioned specific implementation mode is only a prioritization scheme of this patent, the skill of this field
Any change or improvement that art personnel are done according to above-mentioned design, within the protection domain of this patent..
Claims (1)
1. a kind of jacket construction technique, it is characterised in that：The technique includes following steps：
Step 1, barge drive jacket to target location, and are equipped with slideway on the deck of barge, and jacket is laterally held on
On the slideway；
Step 2, barge ballast tank start to load ballast water so that barge tilts 2~3 °, and the stub end of jacket is located at
Decline end, small head end are located at rising end, meanwhile, the barge is provided with returning face plate in the stub end of jacket, the returning face plate
It is hinged with the deck of barge in the middle part of bottom surface, the half of returning face plate is suspended on outside barge, the other half is shelved above deck, and is overturn
The top surface of plate is flush with chute surface；
Step 3, jacket slide onto on returning face plate downwards, and by cable, towed vessel is dragged respectively on the four of jacket angle at this time
Firmly, when the center of gravity of jacket slides onto the free end of overturning meal, returning face plate overturning drives jacket to enter water；Whole process avoids
With deck end grazing occurs for jacket；
The small head end that step 4, loop wheel machine lift by crane jacket is begun to ramp up, and disengages the cable for two towboats being connected with the small head end of jacket
Rope, while rising, the ballast tank on the stub end of jacket loads ballast water, until being led after the vertical rigging out of jacket
Pipe support stub end disconnects the cable with two towboats；
Piling bar is lifted to flip bit by step 5, and piling bar is shelved on and turns on a device, this turns over a device and is articulated with deck tail portion for one
On flip piece, be provided with the U-lag being embedded in for piling bar on the top surface of the flip piece；A perforation is provided on the side wall of piling bar,
The head of one rope has been connected to the head of stake device after perforation, and the tail portion of the rope is connected to elevator after a fixed pulley
Machine；
Step 6, hoist engine work, have driven stake device to be entirely insertable in the head of piling bar by rope, play stake device and are passed through high pressure gas
It realizes and connects with piling bar after body expansion, then disconnect rope；
Dovetail on the end of the chain wound in step 7, hoist engine is hooked in the tail portion of piling bar；Hoist engine work, loop wheel machine
It is lifted by crane to playing a stake device, piling bar is overturn by horizontal cross to vertical vertical under the action of turning over device；
Step 8, loop wheel machine drive vertical piling bar to be inserted into the piling bar hole of jacket by playing stake device；Piling bar under the effect of gravity under
A device, which is played, after heavy one end distance is detached from piling bar；
Step 9 repeats step 5~8, until being inserted into all piling bars in the piling bar hole of jacket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810255814.8A CN108571005B (en) | 2018-03-27 | 2018-03-27 | Jacket construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810255814.8A CN108571005B (en) | 2018-03-27 | 2018-03-27 | Jacket construction process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108571005A true CN108571005A (en) | 2018-09-25 |
| CN108571005B CN108571005B (en) | 2020-09-11 |
Family
ID=63574011
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810255814.8A Active CN108571005B (en) | 2018-03-27 | 2018-03-27 | Jacket construction process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108571005B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629568A (en) * | 2018-12-30 | 2019-04-16 | 中交第三航务工程局有限公司江苏分公司 | The process for sinking of the steady stake platform of offshore wind farm jacket foundation steel pipe pile floating |
| CN109775632A (en) * | 2019-02-20 | 2019-05-21 | 海洋石油工程（青岛）有限公司 | The technique of jacket axis full wafer turnover hoisting |
| CN112982399A (en) * | 2021-02-05 | 2021-06-18 | 保利长大工程有限公司 | Pile sinking construction method for fixed-arm type frame crane ship |
| CN113463644A (en) * | 2021-07-07 | 2021-10-01 | 中交第一航务工程局有限公司 | Suspension mounting method for suction pile jacket |
| CN113638416A (en) * | 2021-07-23 | 2021-11-12 | 江苏华西村海洋工程服务有限公司 | Underwater guide frame construction process |
| CN115367075A (en) * | 2022-09-13 | 2022-11-22 | 中交第三航务工程局有限公司江苏分公司 | Olecranon hook pile turning method for offshore wind power engineering jacket foundation in deep sea area |
| CN118029389A (en) * | 2024-02-04 | 2024-05-14 | 中国铁建港航局集团有限公司 | Offshore wind turbine pile-erecting system and pile-erecting construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037397A (en) * | 2004-07-23 | 2006-02-09 | Kinsho Bussan Kk | Construction method of offshore wind power generation facility |
| CN102312438A (en) * | 2010-07-02 | 2012-01-11 | 南通市海洋水建工程有限公司 | Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station |
| CN202745060U (en) * | 2012-08-27 | 2013-02-20 | 天津海德天润海上工程技术有限公司 | Overwater pile-lifting turning mechanism suitable for underwater ultra-long steel pile of deepwater wellhead platform jacket |
| CN205369230U (en) * | 2016-01-20 | 2016-07-06 | 中铁隆工程集团有限公司 | Anti -floating pile and underwater concrete tongue -and -groove coupling mechanism |
-
2018
- 2018-03-27 CN CN201810255814.8A patent/CN108571005B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037397A (en) * | 2004-07-23 | 2006-02-09 | Kinsho Bussan Kk | Construction method of offshore wind power generation facility |
| CN102312438A (en) * | 2010-07-02 | 2012-01-11 | 南通市海洋水建工程有限公司 | Piling construction equipment for large steel pipe piles of seaborn intertidal zone wind power station |
| CN202745060U (en) * | 2012-08-27 | 2013-02-20 | 天津海德天润海上工程技术有限公司 | Overwater pile-lifting turning mechanism suitable for underwater ultra-long steel pile of deepwater wellhead platform jacket |
| CN205369230U (en) * | 2016-01-20 | 2016-07-06 | 中铁隆工程集团有限公司 | Anti -floating pile and underwater concrete tongue -and -groove coupling mechanism |
Non-Patent Citations (2)
| Title |
|---|
| 周晖: "《海洋工程结构设计》", 31 December 2013, 上海交通大学出版社 * |
| 弓海霞等: "海洋平台钢桩起吊的内胀式吊桩原理分析及试验验证", 《船舶工程》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629568A (en) * | 2018-12-30 | 2019-04-16 | 中交第三航务工程局有限公司江苏分公司 | The process for sinking of the steady stake platform of offshore wind farm jacket foundation steel pipe pile floating |
| CN109775632A (en) * | 2019-02-20 | 2019-05-21 | 海洋石油工程（青岛）有限公司 | The technique of jacket axis full wafer turnover hoisting |
| CN109775632B (en) * | 2019-02-20 | 2020-12-08 | 海洋石油工程（青岛）有限公司 | Process for turning over and hoisting whole jacket axis |
| CN112982399A (en) * | 2021-02-05 | 2021-06-18 | 保利长大工程有限公司 | Pile sinking construction method for fixed-arm type frame crane ship |
| CN113463644A (en) * | 2021-07-07 | 2021-10-01 | 中交第一航务工程局有限公司 | Suspension mounting method for suction pile jacket |
| CN113638416A (en) * | 2021-07-23 | 2021-11-12 | 江苏华西村海洋工程服务有限公司 | Underwater guide frame construction process |
| CN115367075A (en) * | 2022-09-13 | 2022-11-22 | 中交第三航务工程局有限公司江苏分公司 | Olecranon hook pile turning method for offshore wind power engineering jacket foundation in deep sea area |
| CN118029389A (en) * | 2024-02-04 | 2024-05-14 | 中国铁建港航局集团有限公司 | Offshore wind turbine pile-erecting system and pile-erecting construction method |
| CN118029389B (en) * | 2024-02-04 | 2024-12-17 | 中国铁建港航局集团有限公司 | Offshore wind turbine pile-erecting system and pile-erecting construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108571005B (en) | 2020-09-11 |
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