CN209798675U - Caisson and tubular pile combined type permeable mooring pier - Google Patents
Caisson and tubular pile combined type permeable mooring pier Download PDFInfo
- Publication number
- CN209798675U CN209798675U CN201822042622.7U CN201822042622U CN209798675U CN 209798675 U CN209798675 U CN 209798675U CN 201822042622 U CN201822042622 U CN 201822042622U CN 209798675 U CN209798675 U CN 209798675U
- Authority
- CN
- China
- Prior art keywords
- caisson
- concrete
- mooring
- pile
- piles
- 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000012466 permeate Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 241001481833 Coryphaena hippurus Species 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 239000003245 coal Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
Abstract
a caisson and tubular pile combined type permeable mooring rope pier comprises a caisson, a steel pipe pile, an underwater concrete pile and a concrete mooring rope platform; the caisson is arranged on a riprap foundation bed, underwater concrete piles are arranged in a plurality of bins in the caisson, the steel pipe piles are implanted into the underwater concrete piles, and a concrete mooring platform is arranged at the top of the steel pipe piles. The top elevation of the caisson is lower than the designed low water level. And a ship mooring facility is arranged on the concrete mooring cable platform. The utility model discloses a be pervious to water mooring rope pier that combines together caisson and steel-pipe pile, what include be prefabricated component with caisson, steel-pipe pile, concrete pile and concrete mooring rope platform under water, can install on the scene when using, consequently can accomplish the combination of caisson and steel-pipe pile fast, improved the speed of construction greatly and avoided polluting the marine environment.
Description
The technical field is as follows:
The utility model belongs to a mooring device of boats and ships, in particular to caisson, tubular pile combination formula mooring rope mound that permeates water.
Background art:
With the continuous expansion of various ship types, the appearance of large ships such as ten-thousand-ton cruise ships, roll-on ships and the like, the wharf has the tendency of extending to the open sea, and an isolated pier type wharf of the open sea appears and is used for berthing the large ships. The solitary pier, also known as a dolphin, is commonly used in situations where there is no mobile loading and unloading machinery and vehicle travel on the dock surface, such as oil docks and coal docks that employ fixed coal loaders. An island pier type wharf generally comprises a working platform, a docking pier, a dolphin and a pedestrian bridge, and sometimes an impact prevention pile is arranged to protect the dolphin and the pedestrian bridge. The isolated pier type wharf can be divided into a gravity type wharf and a high pier type wharf. The gravity type piers mostly adopt reinforced concrete caisson structures, are suitable for better foundation conditions, and have the defects of larger construction amount, low construction speed and marine environment pollution when the gravity type piers are used in rock foundations with difficult piling and also need to be used in projects of isolated pier type berthing facilities arranged in the sea.
The invention content is as follows:
The utility model aims at overcoming the defects existing in the prior art, providing a caisson and tubular pile combined permeable mooring pier, which can rapidly complete the combination of the caisson and the steel pipe pile.
as the conception, the technical proposal of the utility model is that: the utility model provides a caisson, tubular pile combination formula cable mound that permeates water which characterized in that: the system comprises a caisson, a steel pipe pile, an underwater concrete pile and a concrete mooring platform; the caisson is arranged on a riprap foundation bed, underwater concrete piles are arranged in a plurality of bins in the caisson, the steel pipe piles are implanted into the underwater concrete piles, and a concrete mooring platform is arranged at the top of the steel pipe piles.
The top elevation of the caisson is lower than the designed low water level.
And a ship mooring facility is arranged on the concrete mooring cable platform.
the utility model discloses a be pervious to water mooring rope pier that combines together caisson and steel-pipe pile, what include be prefabricated component with caisson, steel-pipe pile, concrete pile and concrete mooring rope platform under water, can install on the scene when using, consequently can accomplish the combination of caisson and steel-pipe pile fast, improved the speed of construction greatly and avoided polluting the marine environment.
Description of the drawings:
Fig. 1 is a schematic structural diagram of the present invention.
The specific implementation mode is as follows:
As shown in the figure: a caisson and tubular pile combined type permeable mooring pier comprises a caisson 3, a steel pipe pile 5, an underwater concrete pile 4 and a concrete mooring platform 2; the caisson is arranged on a riprap foundation bed, underwater concrete piles 4 are arranged in a plurality of bin lattices in the caisson, the steel pipe piles are implanted into the underwater concrete piles, a concrete mooring platform 2 is arranged at the top of the steel pipe piles, and a mooring post 1 is arranged on the concrete mooring platform. The height of the top of the caisson is below the design low water level 6.
the utility model relates to a permeable mooring rope pier that caisson and steel-pipe pile combined together has very strong using value under the increasingly strict background of ocean environmental protection requirement.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (3)
1. The utility model provides a caisson, tubular pile combination formula cable mound that permeates water which characterized in that: the system comprises a caisson, a steel pipe pile, an underwater concrete pile and a concrete mooring platform; the caisson is arranged on a riprap foundation bed, underwater concrete piles are arranged in a plurality of bins in the caisson, the steel pipe piles are implanted into the underwater concrete piles, and a concrete mooring platform is arranged at the top of the steel pipe piles.
2. The caisson and tubular pile combined type water-permeable mooring pier of claim 1, which is characterized in that: the top elevation of the caisson is lower than the designed low water level.
3. the caisson and tubular pile combined type water-permeable mooring pier of claim 1, which is characterized in that: and a ship mooring facility is arranged on the concrete mooring cable platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822042622.7U CN209798675U (en) | 2018-12-06 | 2018-12-06 | Caisson and tubular pile combined type permeable mooring pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822042622.7U CN209798675U (en) | 2018-12-06 | 2018-12-06 | Caisson and tubular pile combined type permeable mooring pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209798675U true CN209798675U (en) | 2019-12-17 |
Family
ID=68816991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822042622.7U Expired - Fee Related CN209798675U (en) | 2018-12-06 | 2018-12-06 | Caisson and tubular pile combined type permeable mooring pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209798675U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116084421A (en) * | 2023-03-07 | 2023-05-09 | 中交第一航务工程局有限公司 | Construction method of permeable anti-collision pier |
-
2018
- 2018-12-06 CN CN201822042622.7U patent/CN209798675U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116084421A (en) * | 2023-03-07 | 2023-05-09 | 中交第一航务工程局有限公司 | Construction method of permeable anti-collision pier |
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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: 20191217 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |