CN110512566A - A kind of deep-sea floating structure attachment device - Google Patents
A kind of deep-sea floating structure attachment device Download PDFInfo
- Publication number
- CN110512566A CN110512566A CN201910875507.4A CN201910875507A CN110512566A CN 110512566 A CN110512566 A CN 110512566A CN 201910875507 A CN201910875507 A CN 201910875507A CN 110512566 A CN110512566 A CN 110512566A
- Authority
- CN
- China
- Prior art keywords
- deep
- floating structure
- sea
- attachment device
- sea floating
- 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.)
- Pending
Links
- 238000007667 floating Methods 0.000 title claims abstract description 42
- 239000013013 elastic material Substances 0.000 claims description 3
- 210000002583 cell-derived microparticle Anatomy 0.000 abstract description 2
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 230000001788 irregular Effects 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 238000010008 shearing Methods 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
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of deep-sea floating structure attachment devices.The attachment device of existing deep-sea floating structure can not overcome the movement load of full freedom degree, and complicated in installation.A kind of deep-sea floating structure attachment device, two universal hinges are symmetrically distributed in the both ends of hollow elasticity beam, and the universal hinge with deep-sea floating structure for connecting.Present invention employs rubber coated ectosomes, can not only increase the ability that device resists multiple degrees of freedom superimposed load, additionally it is possible to which the corrosion resistance of lifting device guarantees structure safety, expanded service life.Most of superimposed load due to caused by the irregular water wave of ocean is offset in the cooperation of candan universal joint Yu hollow elasticity beam of the invention, guarantees the safety and integrality of structure；Present invention employs the candan universal joints of spring, and the convenient assembly of deep-sea floating structure module Yu attachment device module may be implemented, and promote assembling speed, reduce assembly difficulty.
Description
Technical field
The invention belongs to structural flexibility connection areas, and in particular to a kind of deep-sea floating structure attachment device.
Background technique
In recent years, China carries out largely manually making island at the South Sea, a series of seashore works such as construction harbour, seadrome
Journey.Since the sea situation at the South Sea is complicated, wave condition is very poor, surging wave not only causes biggish resistance to the construction of marine worker facility
Hinder, and huge destruction will also result in the coastal engineering completed.Based on to coastal facility and natural resources protection
Purpose, the deep-sea floating structure for being suitable for South Sea operation is being studied by Marine Sciences man, China, to protect coastal engineering.Deep-sea
Floating structure is that many deep-sea floating structure modules are linked together by attachment device, every two deep-sea floating
Works module shares the relative motion of six-freedom degree.So the attachment device of deep-sea floating structure need to overcome it is complete from
By the movement load spent, the convenience of sea installation is also realized on this basis, this is under complicated ocean wave environment
One great challenge.
Hingedly, the connection carried out with hinge is generally referred to.Hinge is part mostly important in hinged.Hinge can be by can
The material of folding can also be made of moveable component.In order to allow people preferably to be enjoyed, occur hydraulicefficiency hinge,
Universal coupling, these novel hinge devices can be preferably attached, and there are also the bonus effects such as some vibration dampings, noise reduction.
Up to the present, hingedly Successful utilization in Large-Scale Equipments such as articulated bus, articulated trolley bus and articulated lorries
On.
Summary of the invention
1, technical problem to be solved:
Deep-sea floating structure is that many deep-sea floating structure modules are linked together by attachment device, existing every
Two deep-sea floating structure modules share the relative motion of six-freedom degree, and the attachment device of deep-sea floating structure can not
Overcome the movement load of full freedom degree, and complexity is installed on sea.
2, technical solution:
In order to solve problem above, a kind of deep-sea floating structure attachment device of the present invention, including hollow elasticity beam and two ten thousand
To hinge, two universal hinges are symmetrically distributed in the both ends of hollow elasticity beam, and the universal hinge is used for and deep-sea floating structure
Connection.
There are two concave end plate, the universal hinge passes through cross by two concave end plates for the every end setting of hollow elasticity beam
Universal shaft is staggered is formed by connecting in opposite directions.
Recess cylindrical among the concave end plate.
The crossed universal shaft includes cross axle and bolt, and the cross axle is located at centre, each axis of cross axle
Both ends are designed with bolt, and it is the arc engaging lug being inserted on the concave end plate in reset condition that the bolt, which is spring,
In.
The hollow elasticity beam is that the pipe that elastic material is made fills beam.
It further include bolt and end plate flange, the universal hinge is carried out by end plate flange and bolt and deep-sea floating structure
Connection.
It further include rubber coated, the rubber coated is coated on the outmost turns of the hollow elasticity beam, passes through deep-sea floating
Works flange is connect with deep-sea floating structure.
3, the utility model has the advantages that
Present invention employs rubber coated ectosomes, can not only increase the ability that device resists multiple degrees of freedom superimposed load, moreover it is possible to
The corrosion resistance of enough lifting devices guarantees structure safety, expanded service life.Candan universal joint and hollow elasticity beam of the invention
Cooperation can offset most of superimposed load due to caused by the irregular water wave of ocean, guarantee the safety of structure and complete
Property；Present invention employs the candan universal joints of spring, and deep-sea floating structure module and attachment device module may be implemented
Convenient assembly promotes assembling speed, reduces assembly difficulty.
Detailed description of the invention
Fig. 1 is whole schematic three dimensional views of the invention.
Fig. 2 is whole two-dimensional representation of the invention.
Fig. 3 is universal hinge end plate schematic three dimensional views of the invention.
Fig. 4 is universal hinge cross axle schematic three dimensional views of the invention.
1: deep-sea floating structure；2: universal hinge；3: hollow elasticity beam；4: rubber coated；5: crossed universal shaft；6: spiral shell
Bolt；1-1: deep-sea floating structure flange；2-1 end plate flange；2-2 concave end plate；2-3: arc engaging lug；5-1: bolt；5-2
Cross axle.
Specific embodiment
It is next with reference to the accompanying drawing that the present invention is described in detail.
As shown in Figure 1, a kind of deep-sea floating structure attachment device, including hollow elasticity beam 3 and two universal hinges 2, two
A universal hinge 2 is symmetrically distributed in the both ends of hollow elasticity beam 3, and the universal hinge 2 with deep-sea floating structure 1 for connecting
It connects.
The universal hinge 2 is to be staggered to be formed by connecting in opposite directions by crossed universal shaft 5 by two concave end plate 2-2, such
Structure, the universal hinge 2 can be in relatively longitudinal tension and compression, relatively transverse shearing, relatively circumferential in terms of offers
Certain buffering.
The concave end plate 2-2, intermediate recess cylindrical, to be provided when relatively longitudinal compression for cross axle 5-2
Mobile space, and be easily installed.
The crossed universal shaft 5 includes that cross axle 5-2 and bolt 5-1, the cross axle 5-2 are located at centre, the cross
The both ends of each axis of axis 5-2 are designed with bolt 5-1, and the bolt 5-1 is spring, can be pressed into cross axle 5-2, powerless work
Used time automatic spring is inserted into arc engaging lug 2-3, in order to install.
It further include bolt 6 and end plate flange 2-1, the universal hinge 2 passes through end plate flange 2-1 and bolt 6 and deep-sea floating
Works 1 is attached.
The hollow elasticity beam 3 is the tubular beams being made by elastic material, by end plate flange 2-1 and bolt 6 with
Universal hinge 2 and deep-sea floating structure 1 connect, can be to resist the deformation and damage when multifreedom motion.
It further include rubber coated 4, the outmost turns stated rubber coated 4 and be coated on the hollow elasticity beam 3 pass through deep-sea
Floating structure flange 1-1 is connect with deep-sea floating structure 1, and main purpose is barrier means and contact with sea water, forms one
Road sealant.And play the role of certain resistance multiple degrees of freedom impact.
Although the present invention has been described by way of example and in terms of the preferred embodiments, they be not it is for the purpose of limiting the invention, it is any ripe
This those skilled in the art is practised, without departing from the spirit and scope of the invention, can make various changes or retouch from working as, therefore guarantor of the invention
Shield range should be subject to what claims hereof protection scope was defined.
Claims (7)
1. a kind of deep-sea floating structure attachment device, it is characterised in that: including the universal hinge (2) of hollow elasticity beam (3) and two,
Two universal hinges (2) are symmetrically distributed in the both ends of hollow elasticity beam (3), and the universal hinge (2) is used for and deep-sea floating knot
Structure object (1) connection.
2. floating structure attachment device in deep-sea as described in claim 1, it is characterised in that: the hollow elasticity beam (3) is every
There are two concave end plate (2-2), the universal hinges (2) to pass through crossed universal shaft (5) phase by two concave end plates (2-2) for end setting
It is formed by connecting to being staggered.
3. floating structure attachment device in deep-sea as claimed in claim 2, it is characterised in that: in the concave end plate (2-2)
Between recess cylindrical.
4. floating structure attachment device in deep-sea as claimed in claim 2, it is characterised in that: crossed universal shaft (5) packet
Cross axle (5-2) and bolt (5-1) are included, the cross axle (5-2) is located at centre, the both ends of each axis of the cross axle (5-2)
It is designed with bolt (5-1), the bolt (5-1) is spring, is to be inserted on the concave end plate (2-2) in reset condition
In arc engaging lug (2-3).
5. the deep-sea floating structure attachment device as described in claim 1-4 any claim, it is characterised in that: in described
Empty spring beam (3) is that the pipe that elastic material is made fills beam.
6. the deep-sea floating structure attachment device as described in claim 1-4 any claim, it is characterised in that: further include
Bolt (6) and end plate flange (2-1), the universal hinge (2) pass through end plate flange (2-1) and bolt (6) and deep-sea floating structure
Object (1) is attached.
7. the deep-sea floating structure attachment device as described in claim 1-4 any claim, it is characterised in that: further include
Rubber coated (4), the rubber coated (4) are coated on the outmost turns of the hollow elasticity beam (3), pass through deep-sea floating structure
Flange (1-1) is connect with deep-sea floating structure (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910875507.4A CN110512566A (en) | 2019-09-17 | 2019-09-17 | A kind of deep-sea floating structure attachment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910875507.4A CN110512566A (en) | 2019-09-17 | 2019-09-17 | A kind of deep-sea floating structure attachment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110512566A true CN110512566A (en) | 2019-11-29 |
Family
ID=68632625
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910875507.4A Pending CN110512566A (en) | 2019-09-17 | 2019-09-17 | A kind of deep-sea floating structure attachment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110512566A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113320668A (en) * | 2021-07-02 | 2021-08-31 | 易志勇 | Scale anchor chain type combined catamaran aircraft carrier and using method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11301574A (en) * | 1998-04-16 | 1999-11-02 | Mitsubishi Steel Mfg Co Ltd | Mooring damper for floating marine construction |
| JP2000096546A (en) * | 1998-09-22 | 2000-04-04 | Takatsugu Daito | Marine structure |
| KR20100071237A (en) * | 2008-12-19 | 2010-06-29 | 삼성중공업 주식회사 | Apparatus for connecting concrete blocks of a floating structure in sea |
| CN102787552A (en) * | 2012-09-03 | 2012-11-21 | 吴广怀 | Floating structure connected by tension connector with adjustable length |
| CN103625616A (en) * | 2013-12-06 | 2014-03-12 | 江苏现代造船技术有限公司 | Connector of offshore semi-submersible ultra-large floating type structure |
| CN107380364A (en) * | 2017-08-01 | 2017-11-24 | 湖南大学 | A kind of flexible base radial type connector |
| CN210946679U (en) * | 2019-09-17 | 2020-07-07 | 江苏科技大学 | Connecting device of floating breakwater |
-
2019
- 2019-09-17 CN CN201910875507.4A patent/CN110512566A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11301574A (en) * | 1998-04-16 | 1999-11-02 | Mitsubishi Steel Mfg Co Ltd | Mooring damper for floating marine construction |
| JP2000096546A (en) * | 1998-09-22 | 2000-04-04 | Takatsugu Daito | Marine structure |
| KR20100071237A (en) * | 2008-12-19 | 2010-06-29 | 삼성중공업 주식회사 | Apparatus for connecting concrete blocks of a floating structure in sea |
| CN102787552A (en) * | 2012-09-03 | 2012-11-21 | 吴广怀 | Floating structure connected by tension connector with adjustable length |
| CN103625616A (en) * | 2013-12-06 | 2014-03-12 | 江苏现代造船技术有限公司 | Connector of offshore semi-submersible ultra-large floating type structure |
| CN107380364A (en) * | 2017-08-01 | 2017-11-24 | 湖南大学 | A kind of flexible base radial type connector |
| CN210946679U (en) * | 2019-09-17 | 2020-07-07 | 江苏科技大学 | Connecting device of floating breakwater |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113320668A (en) * | 2021-07-02 | 2021-08-31 | 易志勇 | Scale anchor chain type combined catamaran aircraft carrier and using method thereof |
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