CN108505499A - A kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method - Google Patents
A kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method Download PDFInfo
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- CN108505499A CN108505499A CN201810527289.0A CN201810527289A CN108505499A CN 108505499 A CN108505499 A CN 108505499A CN 201810527289 A CN201810527289 A CN 201810527289A CN 108505499 A CN108505499 A CN 108505499A
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- 238000003032 molecular docking Methods 0.000 title claims abstract description 32
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 94
- 239000010959 steel Substances 0.000 claims abstract description 94
- 238000003466 welding Methods 0.000 claims abstract description 16
- 238000000034 method Methods 0.000 claims description 16
- 241000282326 Felis catus Species 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 230000003628 erosive effect Effects 0.000 abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 230000007774 longterm Effects 0.000 abstract description 2
- 230000005526 G1 to G0 transition Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009491 slugging Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/24—Mooring posts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
- E02B3/26—Fenders
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Ocean & Marine Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Foundations (AREA)
- Wind Motors (AREA)
Abstract
The invention discloses a kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method, which includes concrete bearing platform, and the concrete bearing platform top and lower part are embedded with polylith cushion cap built-in fitting respectively；Berthing member, the berthing member include vertically disposed more by ship steel pipe and it is horizontally disposed respectively with the bollard that is fixedly linked of ship steel pipe is leaned on described in more.The connection of the system berthing member and concrete bearing platform be bolted by impingement baffle make welded steel into, impingement baffle makes Φ 406mm erosion control steel-pipe weldings into and forms, overall stability is very good, can meet Fan Equipment debugging, operation and the long-term needs of service work.Lower cantilever section increases the anchor ear being connected with neighbouring steel-pipe pile, and is connected with erosion control steel pipe, realizes that whole system is interconnected and fixed, erosion control steel pipe is avoided to play pendulum, enhance docking system lateral force performance.3 bollards are respectively set in docking system both sides from top to bottom, can meet the heaving pile of ship and berthing requirement under different water levels.
Description
Technical field
The present invention relates to marine berthing cushion cap technical equipment technical fields, more particularly to a kind of offshore wind farm high-rise pile cap
Basic docking system and construction method.
Background technology
With the fast development of wind generating technology, the land wind power plant developed and used is fewer and fewer, and offshore wind farm
Exploitation is increasingly taken seriously.Basic facilities of the offshore wind farm crew base as offshore wind power development, early period build and
Ship collision problem is inevitably encountered during later stage O＆M.Certain protection can be taken for ship collision problem to arrange
It applies to reduce the active force that base support structure is subject to, to reduce damage of the ship to support construction.Currently used method
It is that ship part is leaned in setting in base support structure, reduces direct impact force etc. of the ship to foundation structure.
Docking system in the prior art is mainly by parts such as U-shaped ring, rubber spring, erosion control anchor chain, impingement baffle and cat ladders
Composition.The construction method of the program：When concrete bearing platform pours, pre-buried 4 U-shaped rings are distinguished in the upper and lower part of cushion cap,
In pre-buried 2 bolts in cushion cap lower part.The components such as outside impingement baffle and cat ladder assemble integral, the external entirety of lifting on the coast in advance
The top impingement baffle of structure, berthing device is connect by erosion control crab bolt with U-shaped ring, and lower part passes through impingement baffle anchor chain and U-shaped ring
Connection.The rubber spring bolt pre-buried with cushion cap lower part is connect when ship berthing, and less ship rushes blower foundation
Power is hit, good cushioning effect is played.However there are shortcomings, such as the entire vertical lotus of rubber fender berthing device for the system
Load mainly carried on a shoulder pole by impingement baffle bearing, fender is larger in the displacement space of erosion control board shaft, and fender have below foundation platform it is longer
Cantilever segment（6.4m）, lateral force poor performance, appearance causes fender lateral tension damage etc. to ask due to berthing ship heaving pile
Topic.Cat ladder reinforcing bar selection such as goes wrong, the problems such as being susceptible to reinforcing bar deformation, be broken.
Invention content
The present invention provides a kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction methods.
The present invention provides following schemes：
A kind of offshore wind farm High-Rise Pile Cap Foundation docking system, including：
Concrete bearing platform, the concrete bearing platform top and lower part are embedded with polylith cushion cap built-in fitting respectively；
Berthing member, the berthing member include vertically disposed more by ship steel pipe and it is horizontally disposed respectively with more institutes
State the bollard being fixedly linked by ship steel pipe；
Described to be fixedly linked using welding procedure with the cushion cap built-in fitting by ship steel pipe top, lower part passes through support construction and wind
Machine steel pipe column is connected；
The support construction includes that ship steel is leaned in the hoop component being set on the wind turbine steel pipe column and both ends with described respectively
Pipe and the first joint steel pipe of hoop component welding.
Preferably：The cushion cap built-in fitting be 8 pieces and point upper layer and lower layer be embedded in advance the concrete bearing platform top and under
Portion, it is described by ship steel pipe be 4；Described in 4 by ship steel pipe respectively top respectively with horizontally disposed second joint steel pipe stationary phase
Even, every uses welding procedure stationary phase with the upper and lower 2 pieces cushion cap built-in fittings by third joint steel pipe respectively by ship steel pipe
Even.
Preferably：The cushion cap built-in fitting is square steel plate.
Preferably：The bollard be more, and from top to bottom be horizontally disposed with after respectively with described in more lean on ship steel Guan Gu
It is fixed to be connected.
Preferably：The bollard both ends have been respectively fixedly connected with bollard sealing plate.
Preferably：The bollard is provided with horizontally disposed stiffener plate with described by ship steel pipe junction.
Preferably：Further include cat ladder, the cat ladder is vertically arranged and is located in the middle part of the berthing member.
Preferably：The concrete bearing platform top is embedded with multiple platform connection built-in fittings, multiple platform built-in fittings
It is connected with steel platform.
A kind of construction method of the system, the method includes：
When concrete bearing platform pours, pre-buried 4 blocks of square steel plates are distinguished in the upper and lower part；
Pre-assembly is integral on the coast for berthing member, after lifted；Outrigger is first installed, outrigger is reinforced after the completion again when lifting
There are muscle hole is worn at overhanging 1.4 meters of berthing member outrigger of lifting, fining twisted steel passes through perforation muscle and berthing member lifting lug hole phase
Connection, then slowly loosens suspension hook, makes fining twisted steel stress, while being held with 2 chain blocks；
Berthing member position measures the position deviation of its position and built-in fitting after stablizing, then with chain block and fining twisted steel pair
Berthing member position is finely adjusted, and site welding is carried out according to construction requirement after location determination, and berthing member is pre- with berthing member
Slugging completes recession chain block and removes outrigger.
Preferably：Positioned at the concrete bearing platform lower part, two layers of support construction being connected with wind turbine steel pipe column, upper layer are set
The anchor ear of support construction measures the anchor ear at a distance from berthing member junction, then cuts the first connection after installation is complete
Steel pipe simultaneously opens cut, welds the first joint steel pipe.
According to specific embodiment provided by the invention, the invention discloses following technique effects：
By the invention it is possible to a kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method be realized, in a kind of realization
Under mode, which may include concrete bearing platform, and the concrete bearing platform top and lower part are embedded with polylith cushion cap respectively
Built-in fitting；Berthing member, the berthing member include vertically disposed more by ship steel pipe and it is horizontally disposed respectively with it is more
The bollard being fixedly linked by ship steel pipe described in root；It is described solid using welding procedure with the cushion cap built-in fitting by ship steel pipe top
Fixed to be connected, lower part is connected by support construction with wind turbine steel pipe column；The support construction includes being set to the wind turbine steel pipe column
On hoop component and both ends respectively with first joint steel pipe welded by ship steel pipe and the hoop component.This Shen
The connection of the system that please be provide, berthing member and concrete bearing platform be bolted by impingement baffle make welded steel into, impingement baffle changes
It is formed at Φ 406mm erosion control steel-pipe weldings, overall stability is very good, can meet Fan Equipment debugging, operation and service work
It is long-term to need.It puts rear all right, novel docking system structure stress into operation and has fully met design requirement, after reducing
The maintenance cost of phase docking system.Docking system lower cantilever section increases the anchor ear being connected with neighbouring steel-pipe pile, and and erosion control
Steel pipe is connected, and realizes that whole system is interconnected and fixed, erosion control steel pipe is avoided to play pendulum, enhance docking system lateral force
Energy.3 bollards are respectively set in docking system both sides from top to bottom, can meet the heaving pile of ship and berthing under different water levels and want
It asks.
Certainly, implement any of the products of the present invention and do not necessarily require achieving all the advantages described above at the same time.
Description of the drawings
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the present invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is a kind of sectional view of offshore wind farm High-Rise Pile Cap Foundation docking system provided in an embodiment of the present invention;
Fig. 2 is a kind of elevation of offshore wind farm High-Rise Pile Cap Foundation docking system provided in an embodiment of the present invention；
Fig. 3 is berthing member lower part provided in an embodiment of the present invention connection figure.
In figure：Concrete bearing platform 1, cushion cap built-in fitting 2, by ship steel pipe 3, bollard 4, wind turbine steel pipe column 5, hoop component 6,
First joint steel pipe 7, the second joint steel pipe 8, third joint steel pipe 9, bollard sealing plate 10, stiffener plate 11, cat ladder 12, platform
Connect built-in fitting 13, steel platform 14.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained belong to what the present invention protected
Range.
Embodiment
It is a kind of offshore wind farm High-Rise Pile Cap Foundation docking system provided in an embodiment of the present invention referring to Fig. 1, Fig. 2, Fig. 3,
As shown in Figure 1, Figure 2, Figure 3 shows, which includes concrete bearing platform 1, and 1 top of the concrete bearing platform and lower part are embedded with respectively
Polylith cushion cap built-in fitting 2；
Berthing member, the berthing member include vertically disposed more by ship steel pipe 3 and it is horizontally disposed respectively with more
The bollard 4 being fixedly linked by ship steel pipe 3；
It is described to be fixedly linked using welding procedure by 3 top of ship steel pipe and the cushion cap built-in fitting 4, lower part by support construction and
Wind turbine steel pipe column 5 is connected；
The support construction includes that ship is leaned in the hoop component 6 being set on the wind turbine steel pipe column 5 and both ends with described respectively
The first joint steel pipe 7 that steel pipe 5 and the hoop component 6 weld.
Further, the cushion cap built-in fitting 4 be 8 pieces and point upper layer and lower layer be embedded in advance 1 top of the concrete bearing platform with
And lower part, it is described by ship steel pipe 3 be 4；Described in 4 by 3 respective top of ship steel pipe respectively with horizontally disposed second joint steel pipe 8
It is fixedly linked, every uses Welder with the upper and lower 2 pieces cushion cap built-in fittings 2 by third joint steel pipe 9 respectively by ship steel pipe 3
Skill is fixedly linked.The cushion cap built-in fitting 2 is square steel plate.
The bollard 4 be more, and from top to bottom be horizontally disposed with after respectively with described in more lean on 3 stationary phase of ship steel pipe
Even.4 both ends of the bollard have been respectively fixedly connected with bollard sealing plate 10.The bollard 4 leans on 3 junction of ship steel pipe with described
It is provided with horizontally disposed stiffener plate 11.The cat ladder 12 is vertically arranged and in the middle part of the berthing member.The coagulation
1 top of native cushion cap is embedded with multiple platform connection built-in fittings 13, and multiple platform built-in fittings 13 are connected with steel platform 14.
The docking system is mainly by leaning on the part such as ship steel pipe, joint steel pipe, cat ladder, anchor ear and cushion cap built-in fitting to form.It should
The construction method of scheme：When concrete bearing platform pours, pre-buried 4 blocks of square steel plates are distinguished in the upper and lower part of cushion cap.By ship
Pre-assembly is integral on the coast for component, after lifted.Outrigger is first installed, outrigger is lifted again after the completion of reinforcing by ship when lifting
There are muscle hole is worn at overhanging 1.4 meters of component outrigger, fining twisted steel passes through perforation muscle to be connected with berthing member lifting lug hole, then
Suspension hook is slowly loosened, makes fining twisted steel stress, while being held with the chain block of 2 25t.Berthing member position is surveyed after stablizing
The position deviation of its position and built-in fitting is measured, then uses chain block（Up and down, longitudinal）And fining twisted steel（Left and right）To leaning on ship structure
Part position is finely adjusted, and requires progress site welding, berthing member pre-buried with berthing member according to construction drawing after location determination
Part welding completes recession chain block and tears outrigger open.
To improve the stability of docking system, two layers of support construction being connect with steel-pipe pile is set in cushion cap lower part.Upper layer
Anchor ear measures anchor ear at a distance from berthing member junction, then cuts steel pipe and open cut, be welded to connect steel after installation is complete
Pipe.
The connection of system provided by the present application, berthing member and concrete bearing platform is bolted by impingement baffle makes steel weldering into
Connect, impingement baffle makes Φ 406mm erosion control steel-pipe weldings into and forms, overall stability is very good, can meet Fan Equipment debugging, operation
It is needed for a long time with service work.Put into operation rear all right, novel docking system structure stress fully met design want
It asks, reduces the maintenance cost of later stage docking system.Docking system lower cantilever section increases embraces with what neighbouring steel-pipe pile was connected
Hoop, and be connected with erosion control steel pipe, it realizes that whole system is interconnected and fixed, erosion control steel pipe is avoided to play pendulum, enhancing berthing system
System lateral force performance.3 bollards are respectively set in docking system both sides from top to bottom, and can meet ship under different water levels is
Cable and berthing requirement.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the scope of the present invention.It is all
Any modification, equivalent replacement, improvement and so within the spirit and principles in the present invention, are all contained in protection scope of the present invention
It is interior.
Claims (10)
1. a kind of offshore wind farm High-Rise Pile Cap Foundation docking system, which is characterized in that including：Concrete bearing platform, the concrete
Cushion cap top and lower part are embedded with polylith cushion cap built-in fitting respectively；Berthing member, the berthing member include vertically disposed
More by ship steel pipe and it is horizontally disposed respectively with the bollard that is fixedly linked of ship steel pipe is leaned on described in more；It is described to lean on ship steel pipe
Top is fixedly linked with the cushion cap built-in fitting using welding procedure, and lower part is connected by support construction with wind turbine steel pipe column；Institute
State support construction include the hoop component being set on the wind turbine steel pipe column and both ends respectively with it is described by ship steel pipe and
First joint steel pipe of the hoop component welding.
2. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 1, which is characterized in that the cushion cap is pre-buried
Part is that 8 pieces and point upper layer and lower layer are embedded in the concrete bearing platform top and lower part in advance, it is described by ship steel pipe be 4；Described in 4
By ship steel pipe, respectively top is fixedly linked with horizontally disposed second joint steel pipe respectively, every by ship steel pipe respectively with upper and lower 2 pieces
The cushion cap built-in fitting is fixedly linked by third joint steel pipe using welding procedure.
3. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 2, which is characterized in that the cushion cap is pre-buried
Part is square steel plate.
4. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 1, which is characterized in that the bollard is
More, and be fixedly linked respectively by ship steel pipe with described in more after being from top to bottom horizontally disposed with.
5. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 4, which is characterized in that the bollard two
End has been respectively fixedly connected with bollard sealing plate.
6. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 5, which is characterized in that the bollard with
It is described that ship steel pipe junction is provided with horizontally disposed stiffener plate.
7. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 1, which is characterized in that further include cat ladder,
The cat ladder is vertically arranged and is located in the middle part of the berthing member.
8. offshore wind farm High-Rise Pile Cap Foundation docking system according to claim 1, which is characterized in that the concrete is held
Platform top is embedded with multiple platform connection built-in fittings, and multiple platform built-in fittings are connected with steel platform.
9. the construction method of system described in a kind of claim 1 to 8 any one, which is characterized in that the method includes：
When concrete bearing platform pours, pre-buried 4 blocks of square steel plates are distinguished in the upper and lower part；Berthing member is advance on the coast
Assemble it is integral, after lifted；Outrigger is first installed, it is overhanging that outrigger lifts berthing member outrigger again after the completion of reinforcing when lifting
There are muscle hole is worn at 1.4 meters, fining twisted steel passes through perforation muscle to be connected with berthing member lifting lug hole, then slowly loosens and hangs
Hook makes fining twisted steel stress, while being held with 2 chain blocks；Berthing member position stablize after measure its position with it is pre-buried
The position deviation of part, then berthing member position is finely adjusted with chain block and fining twisted steel, according to applying after location determination
Work requires to carry out site welding, and berthing member completes recession chain block with the welding of berthing member built-in fitting and removes outrigger.
10. construction method according to claim 9, which is characterized in that be located at the concrete bearing platform lower part and be arranged two layers
The support construction being connected with wind turbine steel pipe column, the anchor ear of upper layer support construction measure the anchor ear and lean on ship after installation is complete
Then the distance of element joints cuts the first joint steel pipe and opens cut, weld the first joint steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810527289.0A CN108505499A (en) | 2018-05-29 | 2018-05-29 | A kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810527289.0A CN108505499A (en) | 2018-05-29 | 2018-05-29 | A kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method |
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| Publication Number | Publication Date |
|---|---|
| CN108505499A true CN108505499A (en) | 2018-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810527289.0A Pending CN108505499A (en) | 2018-05-29 | 2018-05-29 | A kind of offshore wind farm High-Rise Pile Cap Foundation docking system and construction method |
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| Country | Link |
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| CN (1) | CN108505499A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208538A (en) * | 2018-11-06 | 2019-01-15 | 江苏龙源振华海洋工程有限公司 | A kind of marine guidance piling berths construction technology by stake |
| CN109750636A (en) * | 2018-12-18 | 2019-05-14 | 中交第一航务工程局有限公司 | A kind of installation method of word outrigger berthing member |
| CN113431081A (en) * | 2021-07-09 | 2021-09-24 | 中国电建集团华东勘测设计研究院有限公司 | Integral ship-leaning anti-collision structure of offshore wind power multi-pile foundation and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004072384A1 (en) * | 2003-02-10 | 2004-08-26 | Saudi Arabian Oil Company | Marine impact-absorbing structure |
| CN102936899A (en) * | 2012-09-11 | 2013-02-20 | 武汉二航路桥特种工程有限责任公司 | Method for installing steel cofferdam by the aid of pier supporting frame |
| CN106703066A (en) * | 2017-02-10 | 2017-05-24 | 福建省水利水电勘测设计研究院 | Single-pole attachment fabricated mooring structure for offshore wind turbine foundation and construction method of single-pole attachment fabricated mooring structure |
| CN208501626U (en) * | 2018-05-29 | 2019-02-15 | 中能电力科技开发有限公司 | A kind of offshore wind farm High-Rise Pile Cap Foundation docking system |
-
2018
- 2018-05-29 CN CN201810527289.0A patent/CN108505499A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004072384A1 (en) * | 2003-02-10 | 2004-08-26 | Saudi Arabian Oil Company | Marine impact-absorbing structure |
| CN102936899A (en) * | 2012-09-11 | 2013-02-20 | 武汉二航路桥特种工程有限责任公司 | Method for installing steel cofferdam by the aid of pier supporting frame |
| CN106703066A (en) * | 2017-02-10 | 2017-05-24 | 福建省水利水电勘测设计研究院 | Single-pole attachment fabricated mooring structure for offshore wind turbine foundation and construction method of single-pole attachment fabricated mooring structure |
| CN208501626U (en) * | 2018-05-29 | 2019-02-15 | 中能电力科技开发有限公司 | A kind of offshore wind farm High-Rise Pile Cap Foundation docking system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208538A (en) * | 2018-11-06 | 2019-01-15 | 江苏龙源振华海洋工程有限公司 | A kind of marine guidance piling berths construction technology by stake |
| CN109750636A (en) * | 2018-12-18 | 2019-05-14 | 中交第一航务工程局有限公司 | A kind of installation method of word outrigger berthing member |
| CN113431081A (en) * | 2021-07-09 | 2021-09-24 | 中国电建集团华东勘测设计研究院有限公司 | Integral ship-leaning anti-collision structure of offshore wind power multi-pile foundation and construction method |
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