CN209260669U - A kind of floating type combination unit suitable for floating landing stage berthing positioning - Google Patents
A kind of floating type combination unit suitable for floating landing stage berthing positioning Download PDFInfo
- Publication number
- CN209260669U CN209260669U CN201821642715.7U CN201821642715U CN209260669U CN 209260669 U CN209260669 U CN 209260669U CN 201821642715 U CN201821642715 U CN 201821642715U CN 209260669 U CN209260669 U CN 209260669U
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- China
- Prior art keywords
- buoyancy tank
- steel buoyancy
- floating
- landing stage
- guide pile
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- 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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Abstract
The floating type combination unit that the utility model discloses a kind of suitable for floating landing stage berthing positioning, belongs to harbour and waterway engineering technical field.Utility model device includes oval steel buoyancy tank, energy dissipating rubber fender, impingement baffle and guide pile, steel buoyancy tank inner part storehouse, its freeboard can be adjusted according to floating landing stage freeboard, energy dissipating rubber fender and impingement baffle are mounted on steel buoyancy tank forward position, there are multiple mounting holes among when steel buoyancy tank makes, for steel buoyancy tank to be mounted on guide pile, and can freely up and down float along guide pile.The structural flexibility is good, it can bear biggish floating landing stage impact force, and steel buoyancy tank freely up and down floats with SEA LEVEL VARIATION, ensure that floating landing stage load acts on always impingement baffle center, overall stability is high, more conventional brace rod pier or positioning pier etc. are tethered at mode occupied ground and substantially reduce, device is simple, and in-site installation is easy for construction, and project cost is lower, various foundation conditions are suitable for by pile foundation, validity period is easy to maintain.
Description
Technical field
The utility model is applied to harbour and waterway engineering field, and in particular to a kind of suitable for floating landing stage berthing positioning
Floating type combination unit.
Background technique
In harbor approach engineering, floating landing stage berthing positioning is conventional to be tethered at mode using brace rod pier or positioning pier etc., because of wholesale
Often there is biggish water-head in waters locating for ship, and the gradient of strut has regulation when brace rod pier mode is to high-low water level, causes to support
Bar is longer, and edge behind landing stage is needed to have biggish space to arrange, and positions pier mode to adapt to water-head variation, and superstructure is high
Degree is big, and energy-dissipating installation quantity is more but effect is undesirable, and project cost is also higher.
Utility model content
In order to solve the deficiency in the prior art or product, the utility model provides a kind of fixed suitable for floating landing stage berthing
The floating type combination unit of position, the brace rod pier routinely used instead of floating landing stage or positioning pier are tethered at mode, solve existing
The defect that mode occupied ground is big, superstructure height is big and energy-dissipating installation quantity is more but effect is undesirable.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution:
The utility model provides a kind of floating type combination unit suitable for floating landing stage berthing positioning comprising ellipse
Steel buoyancy tank, energy dissipating rubber fender, impingement baffle and guide pile, steel buoyancy tank plane configuration are ellipse, energy dissipating rubber fender and erosion control
Plate is mounted on steel buoyancy tank forward position, and steel buoyancy tank is fixed using guide pile, and with SEA LEVEL VARIATION, can freely up and down float along guide pile
It is dynamic.
As a kind of optimal technical scheme of the utility model, it is described ellipse steel buoyancy tank production when among be reserved with it is multiple
Mounting hole for steel buoyancy tank to be mounted on guide pile, and with SEA LEVEL VARIATION, freely up and down floats along guide pile, guide pile
Pattern is determined according to geological conditions.
As a kind of optimal technical scheme of the utility model, the ellipse steel buoyancy tank forward position is equipped with energy dissipating rubber shield
The side of a ship and impingement baffle, steel buoyancy tank inner part storehouse, freeboard are adjusted according to floating landing stage freeboard, guarantee floating landing stage load always
Act on impingement baffle center.
The utility model beneficial effect achieved is: the floating type device is steel buoyancy tank, energy dissipating rubber fender, impingement baffle
It is composed with guide pile, structure is predominantly vertically arranged, big compared with conventional brace rod pier or positioning pier moor facility occupied ground
Width reduces.It combines the unit flexible, biggish floating landing stage impact force can be born, adapt to biggish water-head environment, steel buoyancy tank can
As SEA LEVEL VARIATION floats up and down, guarantees that floating landing stage load acts on always impingement baffle center, give full play of energy dissipating rubber
Glue fender function, device overall stability are high.Floating type device is positioned using pile foundation, is suitable for various ground items by pile foundation
Part, in-site installation is easy for construction, and project cost is lower, and validity period is easy to maintain.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the top view of the utility model；
In figure: 1, oval steel buoyancy tank；2, energy dissipating rubber fender；3, impingement baffle；4, guide pile.
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the utility model, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment 1
As depicted in figs. 1 and 2, the utility model provide it is a kind of suitable for float landing stage berthing positioning floating type group attach together
It sets comprising oval steel buoyancy tank 1, energy dissipating rubber fender 2, impingement baffle 3 and guide pile 4, steel buoyancy tank plane configuration are ellipse,
Energy dissipating rubber fender and impingement baffle are mounted on steel buoyancy tank forward position, and steel buoyancy tank is fixed using guide pile, and with SEA LEVEL VARIATION, can edge
Guide pile freely up and down floats.
Multiple mounting holes are reserved among when steel buoyancy tank makes, for steel buoyancy tank to be mounted on guide pile, and with dampening
Position variation, freely up and down floats along guide pile, and guide pile pattern is determined according to geological conditions.
Steel buoyancy tank forward position is equipped with energy dissipating rubber fender and impingement baffle, and steel buoyancy tank inner part storehouse, freeboard is according to floating
Freeboard adjustment in landing stage guarantees that floating landing stage load acts on always impingement baffle center.
The utility model beneficial effect achieved is: the floating type device is steel buoyancy tank, energy dissipating rubber fender, impingement baffle
It is composed with guide pile, structure is predominantly vertically arranged, big compared with conventional brace rod pier or positioning pier moor facility occupied ground
Width reduces.It combines the unit flexible, can bear biggish floating landing stage impact force, the biggish water-head condition of Structure adaptation, steel is floating
Case can float up and down with SEA LEVEL VARIATION, guarantee that floating landing stage load acts on always impingement baffle center, give full play of and disappear
The function of energy rubber fender, device overall stability are high.Floating type device is positioned using pile foundation, is suitable for variously by pile foundation
Base condition, in-site installation is easy for construction, and project cost is lower, and validity period is easy to maintain.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (3)
1. a kind of floating type combination unit suitable for floating landing stage berthing positioning comprising oval steel buoyancy tank, energy dissipating rubber shield
The side of a ship, impingement baffle and guide pile, it is characterised in that: steel buoyancy tank plane configuration is ellipse, energy dissipating rubber fender and impingement baffle installation
In steel buoyancy tank forward position, steel buoyancy tank is fixed using guide pile, and with SEA LEVEL VARIATION, can freely up and down be floated along guide pile.
2. a kind of floating type combination unit suitable for floating landing stage berthing positioning according to claim 1, which is characterized in that
Multiple mounting holes are reserved among when the ellipse steel buoyancy tank production, for steel buoyancy tank to be mounted on guide pile, and with
SEA LEVEL VARIATION is freely up and down floated along guide pile, and guide pile pattern is determined according to geological conditions.
3. a kind of floating type combination unit suitable for floating landing stage berthing positioning according to claim 1, which is characterized in that
The ellipse steel buoyancy tank forward position is equipped with energy dissipating rubber fender and impingement baffle, steel buoyancy tank inner part storehouse, freeboard according to
Floating landing stage freeboard adjustment guarantees that floating landing stage load acts on always impingement baffle center.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821642715.7U CN209260669U (en) | 2018-10-10 | 2018-10-10 | A kind of floating type combination unit suitable for floating landing stage berthing positioning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821642715.7U CN209260669U (en) | 2018-10-10 | 2018-10-10 | A kind of floating type combination unit suitable for floating landing stage berthing positioning |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260669U true CN209260669U (en) | 2019-08-16 |
Family
ID=67553610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821642715.7U Expired - Fee Related CN209260669U (en) | 2018-10-10 | 2018-10-10 | A kind of floating type combination unit suitable for floating landing stage berthing positioning |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260669U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112606952A (en) * | 2020-12-29 | 2021-04-06 | 南通大学 | Mooring positioning device for wharf boat or structure |
-
2018
- 2018-10-10 CN CN201821642715.7U patent/CN209260669U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112606952A (en) * | 2020-12-29 | 2021-04-06 | 南通大学 | Mooring positioning device for wharf boat or structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190816 Termination date: 20211010 |
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| CF01 | Termination of patent right due to non-payment of annual fee |