CN212896181U - Assembled mooring rope pier - Google Patents
Assembled mooring rope pier Download PDFInfo
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- CN212896181U CN212896181U CN202021378284.5U CN202021378284U CN212896181U CN 212896181 U CN212896181 U CN 212896181U CN 202021378284 U CN202021378284 U CN 202021378284U CN 212896181 U CN212896181 U CN 212896181U
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- mooring
- pier
- bearing platform
- pile
- bollard
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Abstract
The utility model discloses an assembled mooring rope pier relates to port engineering technical field, is applicable to disconnect-type high pile ore wharf structure and moors. The main components are steel structures and are prefabricated in advance in a factory as a whole, the straight piles and the inclined piles are transported to a wharf site through a construction ship and are driven in place, and the mooring pier bearing platform is respectively connected with the straight piles and the inclined piles through the straight pile caps and the inclined pile caps on the lower portion. The utility model has the advantages that: the structure is simple, the factory prefabrication is easy, and the field installation is convenient.
Description
Technical Field
The utility model relates to a port engineering technical field, concretely relates to assembled mooring rope pier.
Background
The traditional high-pile wharf has more cast-in-place operation and lower construction efficiency in application, and the problems of cement shortage, insufficient prefabrication construction capacity, difficult on-site concrete maintenance and the like exist in a wharf engineering site.
The fabricated building has the characteristics of a novel industrial construction mode of design standardization, production industrialization, construction assembly, decoration integration and management informatization, is favorable for saving resource and energy, reducing construction pollution, improving labor production efficiency and quality safety level, and is favorable for promoting the deep integration of the port engineering field and informatization.
Disclosure of Invention
The utility model aims to solve the technical problem that an assembled mooring rope pier is provided, be applicable to disconnect-type high stake ore wharf structure and moor. The straight pile cap, the inclined pile cap, the mooring cable pier bearing platform, the bearing platform support, the mooring cable column support and the mooring cable column end stop are all steel structures and are prefabricated in advance in a factory as a whole, after the straight pile and the inclined pile are transported to a wharf site through a construction ship and are driven in place, the mooring cable pier bearing platform is respectively connected with the straight pile and the inclined pile through the straight pile cap and the inclined pile cap at the lower part. This model considers the principal horizontal and principal vertical forces of a high-piled ore terminal separately. In the structural design of the wharf, the vertical piles are mainly used for bearing vertical bearing capacity, and the inclined piles can bear horizontal bearing capacity and vertical bearing capacity and are usually mainly used for bearing horizontal bearing capacity. The structure is simple, the factory prefabrication is easy, and the field installation is convenient.
In order to solve the technical problem, the utility model discloses a technical scheme is: the assembled mooring pier comprises a mooring pier bearing platform, a mooring post and a mooring post end stop, wherein the mooring pier bearing platform, the mooring post and the mooring post end stop are integrally prefabricated into a mooring pier main body, and the bottom of the mooring pier main body is connected with a straight pile and an inclined pile which are inserted into a seabed bearing layer through straight pile caps and inclined pile caps respectively.
The geometric centroid of the mooring bollard is vertically coincided with the geometric centroid of the straight pile and inclined pile combined structure.
The mooring rope pier bearing platform is provided with a horizontal bearing platform support.
The bollard is provided with a vertical bollard support.
The straight pile cap, the inclined pile cap, the mooring pier bearing platform, the bearing platform support, the mooring post support and the mooring post end stop are all steel structures.
The bottom of the mooring bollard is inserted into the interior of the mooring bollard bearing platform.
The top of the mooring rope pier bearing platform is of a rectangular plane structure.
The mooring rope pier bearing platform is provided with a protective railing, and anti-skidding and anti-abrasion treatment is carried out on the area through which the mooring rope passes.
The vertical piles and the inclined piles are respectively provided with a plurality of piles.
The utility model has the advantages that: the wharf main body mainly bears vertical acting force, and horizontal acting force is small. The vertical acting force of the wharf main body mainly comes from loading and unloading machinery, road lane load, pedestrian load and the like. Can produce horizontal effort when boats and ships are berthhed, existing horizontal effort just also vertical effort when mooring, these horizontal effort and vertical effort are born by ship-leaning pier and mooring rope pier. The berthing pier and the mooring pier adopt a structure of combining a straight pile and an inclined pile. Compared with the stress of the berthing pier and the mooring pier during berthing and mooring of a large ore ship with hundreds of thousands of load tons, the vertical acting force of loading and unloading machinery, road lane load and the like acting on the main structure of the wharf is much smaller. Because the working surface of the large ore wharf is long, the number of the stress piles of the berthing pier and the mooring pier is usually far smaller than that of the main structure of the wharf, so that the diameter of the stress pile of the main structure of the separated high-pile wharf is obviously reduced even if the diameters of the stress piles of the berthing pier and the mooring pier are obviously increased, and finally the construction cost of the whole structure of the wharf is reduced; the top of the mooring rope pier bearing platform is of a rectangular plane structure, and an operator can perform mooring rope operation on the ship from the wharf surface to the mooring rope pier bearing platform through the trestle. The upper part of the mooring rope pier bearing platform is provided with a protective railing, but the protective railing is not connected with the trestle and the periphery is closed; in the area where the mooring cable passes through, the mooring cable pier bearing platform is subjected to certain anti-skidding and anti-abrasion treatment to reduce the abrasion of the mooring cable, and the area is not provided with a protective railing to prevent the normal work of the mooring cable from being interfered; a bearing platform support is arranged inside the mooring rope pier bearing platform and used for enhancing the structural rigidity and strength of the platform. The inside of the mooring post is also provided with a mooring post support for enhancing the structural rigidity and strength of the mooring post. In order to prevent the mooring cable from slipping, the top of the mooring cable post is provided with a mooring cable post end stop; the mooring bollards are inserted into the interior of the mooring bollards for a certain distance so as to better transmit the pulling force and bending moment exerted by the mooring ropes to the straight piles and the inclined piles through the mooring bollards. The geometric centroid of the mooring bollard is vertically superposed with the geometric centroid of the combined structure of the straight pile and the inclined pile so as to reduce the eccentric stress of the straight pile and the inclined pile; the integral structure is simple in type, easy to prefabricate in factories and convenient to install on site.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
In the figure:
1. straight pile 2, inclined pile 3, straight pile cap
4. Inclined pile cap 5, mooring pier cushion cap 6, cushion cap support
7. Mooring post 8, mooring post support 9, mooring post end stop
Detailed Description
The invention will be described in further detail with reference to the following drawings and embodiments:
as shown in fig. 1, the utility model relates to an assembled mooring bollard, including straight stake 1, batter pile 2, straight cap 3, batter cap 4, mooring bollard cushion cap 5, cushion cap support 6, mooring bollard 7, mooring bollard support 8, mooring bollard end shield 9.
The utility model is suitable for a disconnect-type high stake ore wharf structure. The separated high-pile ore wharf adopts a mode that a ship leaning pier and a mooring pier are separated from a wharf main body. This model considers the principal horizontal and principal vertical forces of a high-piled ore terminal separately. In the structural design of the wharf, the vertical piles are mainly used for bearing vertical bearing capacity, and the inclined piles can bear horizontal bearing capacity and vertical bearing capacity and are usually mainly used for bearing horizontal bearing capacity.
In the structural design of the separated high-pile wharf, the wharf main body mainly bears vertical acting force, and horizontal acting force is small. The vertical acting force of the wharf main body mainly comes from loading and unloading machinery, road lane load, pedestrian load and the like. Can produce horizontal effort when boats and ships are berthhed, existing horizontal effort just also vertical effort when mooring, these horizontal effort and vertical effort are born by ship-leaning pier and mooring rope pier. The berthing pier and the mooring pier adopt a structure of combining a straight pile and an inclined pile. Compared with the stress of the berthing pier and the mooring pier during berthing and mooring of a large ore ship with hundreds of thousands of load tons, the vertical acting force of loading and unloading machinery, road lane load and the like acting on the main structure of the wharf is much smaller. Because the working surface of the large ore wharf is long, the number of the stress piles of the berthing pier and the mooring pier is far smaller than that of the main structure of the wharf, so that the diameter of the stress pile of the main structure of the separated high-pile wharf is obviously reduced even if the diameters of the stress piles of the berthing pier and the mooring pier are obviously increased, and finally the construction cost of the whole structure of the wharf is reduced.
The utility model discloses the mooring rope mound can be become by many vertical piles and batter pile according to the direction and the size of mooring rope. The present embodiment adopts a structure of 1 vertical pile 1 and 1 inclined pile 2. The vertical pile 1 and the inclined pile 2 are both steel structures and are inserted into a seabed bearing stratum to serve as a foundation structure of the assembly type mooring pier.
The straight pile cap 3, the inclined pile cap 4, the mooring bollard bearing platform 5, the bearing platform support 6, the mooring bollard 7, the mooring bollard support 8 and the mooring bollard end stop 9 are steel structures and are prefabricated in advance in a factory as a whole, after the straight pile 1 and the inclined pile 2 are transported to a wharf site through a construction ship and are driven in place, the mooring bollard bearing platform 5 is respectively connected with the straight pile 1 and the inclined pile 2 through the straight pile cap 3 and the inclined pile cap 4 at the lower part.
The top of the mooring rope pier bearing platform 5 is of a rectangular plane structure, and an operator can perform mooring rope operation of the ship from the wharf face to the mooring rope pier bearing platform 5 through the trestle. The upper part of the mooring rope pier bearing platform 5 is provided with a protective railing, but the protective railing is not connected with the trestle and the periphery is sealed. In the area where the mooring rope passes through, the mooring rope pier cap 5 is subjected to certain anti-slip and anti-wear treatment to reduce the abrasion of the mooring rope, and the area is not provided with a protective railing to prevent the normal work of the mooring rope from being interfered.
A bearing platform support 6 is arranged inside the mooring rope pier bearing platform 5 and used for enhancing the structural rigidity and strength of the platform. The inside of the mooring post 7 is also provided with a mooring post support 8 for enhancing the structural rigidity and strength of the mooring post. To prevent the mooring line from slipping, the top of the mooring bollard 7 is provided with a bollard end stop 9.
The mooring bollards 7 are inserted inside the mooring bollards 5 at a distance so as to better transmit the pulling and bending moments exerted by the mooring lines through the mooring bollards 5 to the vertical piles 1 and the batter piles 2. The geometric centroid of the mooring bollard 7 is vertically superposed with the geometric centroid of the combined structure of the straight pile 1 and the inclined pile 2, so that the eccentric stress of the straight pile 1 and the inclined pile 2 is reduced.
The above-described embodiments are merely illustrative of the principles and utilities of the present application and are not intended to limit the application. Any person skilled in the art can modify or change the above-described embodiments without departing from the spirit and scope of the present application. Accordingly, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical spirit of the present disclosure be covered by the claims of the present application.
Claims (9)
1. The utility model provides an assembled mooring rope pier, includes mooring rope pier cushion cap, mooring rope post end stop, characterized by: the mooring cable pier bearing platform, the mooring cable column and the mooring cable column end stop are integrally prefabricated into a mooring cable pier main body, and the bottom of the mooring cable pier main body is connected with a straight pile and an inclined pile inserted into a seabed bearing layer through a straight pile cap and an inclined pile cap respectively.
2. The fabricated mooring dolphin of claim 1, wherein: the geometric centroid of the mooring bollard is vertically coincided with the geometric centroid of the straight pile and inclined pile combined structure.
3. The fabricated mooring dolphin of claim 1, wherein: the mooring rope pier bearing platform is provided with a horizontal bearing platform support.
4. The fabricated mooring dolphin of claim 1, wherein: the bollard is provided with a vertical bollard support.
5. An assembled mooring bollard as defined in claim 3 or claim 4 wherein: the straight pile cap, the inclined pile cap, the mooring pier bearing platform, the bearing platform support, the mooring post support and the mooring post end stop are all steel structures.
6. An assembled mooring bollard as defined in claim 5 wherein: the bottom of the mooring bollard is inserted into the interior of the mooring bollard bearing platform.
7. The fabricated mooring dolphin of claim 1, wherein: the top of the mooring rope pier bearing platform is of a rectangular plane structure.
8. The fabricated mooring dolphin of claim 7, wherein: the mooring rope pier bearing platform is provided with a protective railing, and anti-skidding and anti-abrasion treatment is carried out on the area through which the mooring rope passes.
9. The fabricated mooring dolphin of claim 1, wherein: the vertical piles and the inclined piles are respectively provided with a plurality of piles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021378284.5U CN212896181U (en) | 2020-07-14 | 2020-07-14 | Assembled mooring rope pier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021378284.5U CN212896181U (en) | 2020-07-14 | 2020-07-14 | Assembled mooring rope pier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212896181U true CN212896181U (en) | 2021-04-06 |
Family
ID=75287693
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021378284.5U Active CN212896181U (en) | 2020-07-14 | 2020-07-14 | Assembled mooring rope pier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212896181U (en) |
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2020
- 2020-07-14 CN CN202021378284.5U patent/CN212896181U/en active Active
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