CN201649041U - Breasting dolphin connecting structure - Google Patents
Breasting dolphin connecting structure Download PDFInfo
- Publication number
- CN201649041U CN201649041U CN2010201217855U CN201020121785U CN201649041U CN 201649041 U CN201649041 U CN 201649041U CN 2010201217855 U CN2010201217855 U CN 2010201217855U CN 201020121785 U CN201020121785 U CN 201020121785U CN 201649041 U CN201649041 U CN 201649041U
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- CN
- China
- Prior art keywords
- dolphin
- dolphins
- breasting
- tie
- connecting structure
- 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 - Lifetime
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Abstract
The utility model relates to a breasting dolphin connecting structure. The breasting dolphin connecting structure is arranged between two breasting dolphins and comprises two horizontal connection beams and an inclined strut connection beam, wherein both ends of the horizontal connection beams and the inclined strut connection beam are respectively connected with the two breasting dolphins, the breasting dolphins and the breasting dolphin connection structure form integrated stress. The breasting dolphin connecting structure not only can be made of reinforced concrete, but also can be formed by a steel structure.
Description
Affiliated technical field
The utility model relates to a kind of dolphin syndeton.
Background technology
At present, many oil gas and chemicals harbour adopt the pier formula to arrange that harbour is made up of dolphin, cleat, working platform and access bridge etc.The dolphin pierhead in many areas adopts high pilework, and dolphin often bears the lateral impact power of boats and ships, and the opposing horizontal force is the major function of dolphin, and the stake of general employing fork is arranged, perhaps adopts large diameter straight stake layout.
Adopt the beam slab contact between the dolphin, pipeline installation also passes through for vehicles or pedestrians above the beam slab.
Variation along with the ship type of alongside harbour, many oil gas harbours are arranged 4 dolphins, sometimes two dolphin distances are closer, if dolphin adopts high pilework, two close dolphins design as absolute construction, can not bring into play the collaborative drag of two dolphins, be unfavorable for stake position layout sometimes.It is too big again that two close dolphins are made a pier concrete amount.
Ship berthing mainly clashes into outside dolphin, and two dolphins are formed whole common opposing horizontal force, can improve the drag of dolphin, special situation better effects if at the normal bump of boats and ships or one of them dolphin of accidental impact.
Because the drift of dolphin pile foundation is big, dolphin is in the time spent of doing of bearing horizontal force, and the displacement of the pier of dolphin on horizontal plane is bigger, and this is the advantage that two dolphins rationally connect and realize the transmission of horizontal force.
Similar to the present invention is to be furnished with between the dolphin to get in touch beam slab, also is a kind of syndeton of dolphin, compares in form and stress characteristic different with structure of the present invention.
Summary of the invention
Effect for the opposing horizontal force of the dolphin of bringing into play adjacent high pilework, the utility model provides a kind of dolphin syndeton, and two dolphins are connected into an integral body, resists horizontal force jointly, thereby improve the ability of dolphin opposing horizontal force, make things convenient for the dolphin pile foundation to arrange.
The technical scheme that its technical problem that solves the utility model adopts is: be arranged between two dolphins, arrange 2 horizontal tie-beams and 1 diagonal brace tie-beam, the two ends of horizontal tie-beam and diagonal brace tie-beam are connected with two dolphins respectively, make two dolphins and dolphin syndeton form a whole stressed.Dolphin association structure and dolphin can be affixed, also can be hinged.Realize two dolphins and the dolphin syndeton stressed function that forms a whole thus.
The beneficial effects of the utility model improve the ability that dolphin is resisted horizontal force, make things convenient for the dolphin pile foundation to arrange.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a dolphin syndeton plan view.
Fig. 2 is a dolphin syndeton elevation.
Among the figure: 1. first dolphin, 2. second dolphin, 3. fender, 4. horizontal tie-beam, 5. diagonal brace tie-beam, 6. pile foundation.
The specific embodiment
In Fig. 1, first dolphin (1) and second dolphin are supported by pile foundation (6), and dolphin is equipped with fender (3).Horizontal tie-beam (4) is connected to the front and rear of two dolphins, and diagonal brace tie-beam (5) one ends are connected in the front portion of first dolphin, and the other end is connected in the rear portion of second dolphin.First dolphin (1) and second dolphin (2) adopt reinforced concrete structure, horizontal tie-beam (4) and diagonal brace tie-beam (5) can adopt reinforced concrete structure, are connected with second dolphin (2) with first dolphin (1) respectively by reinforcing bar.Realize two dolphins and the dolphin syndeton stressed function that forms a whole thus.
As another embodiment of the invention, horizontal tie-beam (4) and diagonal brace tie-beam (5) also can adopt steel work, are connected with second dolphin (2) with first dolphin (1) respectively by connecting ironware or reinforcing bar.Realize two dolphins and the dolphin syndeton stressed function that forms a whole thus.
Claims (1)
1. dolphin syndeton, arrange 2 horizontal tie-beams and 1 diagonal brace tie-beam, the two ends of horizontal tie-beam and diagonal brace tie-beam are connected with two dolphins respectively, it is characterized in that: be arranged between two dolphins, 2 horizontal tie-beams and 1 diagonal brace tie-beam are arranged, the two ends of horizontal tie-beam and diagonal brace tie-beam are connected with two dolphins respectively, make two dolphins and dolphin syndeton form a whole stressed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201217855U CN201649041U (en) | 2010-02-22 | 2010-02-22 | Breasting dolphin connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201217855U CN201649041U (en) | 2010-02-22 | 2010-02-22 | Breasting dolphin connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649041U true CN201649041U (en) | 2010-11-24 |
Family
ID=43114268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201217855U Expired - Lifetime CN201649041U (en) | 2010-02-22 | 2010-02-22 | Breasting dolphin connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649041U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106218822A (en) * | 2016-08-24 | 2016-12-14 | 广州船舶及海洋工程设计研究院 | A kind of floating ship berthing device |
| CN107152007A (en) * | 2017-05-19 | 2017-09-12 | 大连理工大学 | Formula liquefied natural gas harbour is moored in two-way stop |
-
2010
- 2010-02-22 CN CN2010201217855U patent/CN201649041U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106218822A (en) * | 2016-08-24 | 2016-12-14 | 广州船舶及海洋工程设计研究院 | A kind of floating ship berthing device |
| CN107152007A (en) * | 2017-05-19 | 2017-09-12 | 大连理工大学 | Formula liquefied natural gas harbour is moored in two-way stop |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CCCC-FHDI ENGINEERING CO., LTD. Free format text: FORMER OWNER: SHEN DIZHOU Effective date: 20110505 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 510280 ROOM 408, NO. 13, JINGHU WEST STREET, HAIZHU DISTRICT, GUANGZHOU CITY, GUANGDONG PROVINCE TO: 510230 NO. 161, QIANJIN ROAD, GUANGZHOU CITY, GUANGDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20110505 Address after: 510230 No. 161 Qianjin Road, Guangdong, Guangzhou Patentee after: CCCC-FHDI Engineering Co., Ltd. Address before: 510280 room 13, 408 West Street, Haizhuqu District, Guangdong, Guangzhou, Jinghu Patentee before: Shen Dizhou |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101124 |