CN214737767U - High-pile beam-slab wharf structure with rear support piles - Google Patents
High-pile beam-slab wharf structure with rear support piles Download PDFInfo
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- CN214737767U CN214737767U CN202120658506.7U CN202120658506U CN214737767U CN 214737767 U CN214737767 U CN 214737767U CN 202120658506 U CN202120658506 U CN 202120658506U CN 214737767 U CN214737767 U CN 214737767U
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Abstract
The utility model relates to a wharf structure technical field especially relates to a high pile beam slab wharf structure with back supporting pile, including high pile beam slab wharf structure and back supporting pile structure, the one end of back supporting pile structure is fixed in the back position of following of high pile beam slab wharf structure, and the other end embedding of back supporting pile structure or imbed on the slope protection structure of river bank ground. Adopt such structure setting, form whole atress structure through set up a set of back support pile structure at high-piled beam slab wharf structure back edge position, a horizontal load for undertaking the wharf structure, and can arrange in the harbor of nearly bank, the harbor pier, the pier convenience of use can not be changed in the setting of back support pile structure, and can not change the pier and occupy waters or land area, it is poor effectively to solve traditional high-piled beam slab wharf horizontal bearing capacity, the pile foundation specification is high, problem of a large amount.
Description
Technical Field
The utility model relates to a wharf structure technical field especially relates to a high stake beam slab wharf structure with back support stake.
Background
The conventional near-shore high-pile wharf structure mainly comprises mooring facilities, a lower pile foundation and an upper beam plate. The design depth of water of pier forward position is decided by the boats and ships grade of required berthing, and the great depth of water of boats and ships grade requires more highly to be high to lead to pier lower part pile foundation free length to increase, can know according to the pile foundation bending principle, the pile length increases to pile body bending stability journey exponential type decay, therefore to the high pile pier that needs large-scale boats and ships, the required pile foundation quantity of wharf structure, pile foundation specification all will obviously increase, this further leads to the increase of engineering cost and engineering construction cycle.
The main design load of high stake beam slab wharf includes: vertical load, horizontal load, temperature load etc, wherein horizontal load includes boats and ships striking load, boats and ships mooring line load, wave load, rivers load, wind load etc.. Conventional high stake beam slab wharf, the load is all born by the lower part pile foundation, and the size of horizontal load has decisive influence to wharf lower part pile foundation form, pile foundation quantity, pile foundation specification. Therefore reasonable setting of wharf structure type, the axial bearing capacity of the pile foundation is fully utilized to bear horizontal load, and the method has important significance for reducing the number of pile foundations of the high-pile wharf, reducing the specifications of the pile foundations, saving the whole engineering cost and shortening the construction period.
SUMMERY OF THE UTILITY MODEL
To the above problem, the utility model provides a high stake beam slab wharf structure with back support stake for solve the not enough of prior art.
In order to achieve the above purpose, the utility model discloses the technical scheme who uses as follows:
the utility model provides a high stake beam slab wharf structure with back supporting pile, includes high stake beam slab wharf structure and back supporting pile structure, and the one end of back supporting pile structure is fixed in the back position of following of high stake beam slab wharf structure, and the other end embedding of back supporting pile structure or imbed on the slope protection structure of river bank foundation.
According to the above scheme, back supporting pile structure slope sets up, is fixed in the back of high pile beam slab wharf structure and is in the high level along the back supporting pile structure one end of position, and the embedding or imbed back supporting pile structure one end on the slope protection structure of pier rear foundation soil is in the low level.
According to the scheme, the rear supporting pile structure comprises a plurality of supporting piles which are uniformly spaced and fixed in parallel at the rear edge of the high-pile beam slab wharf structure.
According to the scheme, the support pile is a steel pipe pile, H-shaped steel, I-shaped steel or channel steel, and the outer surface of the support pile is coated with an anticorrosive coating.
According to the scheme, the high-pile beam-slab wharf structure comprises a wharf platform and a plurality of vertical bearing piles, the wharf platform is horizontally arranged through the vertical bearing piles, and a plurality of mooring columns and a plurality of rubber fender boards are arranged on one side, away from a river bank foundation, of the wharf platform.
According to the scheme, the track groove is formed in the upper surface of the high-pile beam slab wharf structure.
The utility model discloses beneficial effect:
the utility model discloses a such structure setting, through set up a set of back stake structure formation whole bearing structure along the position behind the high stake beam slab wharf structure, a horizontal load for undertake wharf structure, and can arrange in the harbor of nearly bank, the harbor pier, the setting of back stake structure can not change pier convenience of use, and can not change the pier and occupy waters or land area, it is poor effectively to solve traditional high stake beam slab wharf horizontal bearing capacity, the pile foundation specification is high, in large quantity's problem.
Drawings
FIG. 1 is a front view of the overall structure of the present invention;
FIG. 2 is a top view of the overall structure of the present invention;
1. a high pile beam slab wharf structure; 2. a rear support pile structure; 3. a slope protection structure; 11. rubber fender; 12. mooring a bollard; 13. a vertical bearing pile; 14. a dock platform; 15. a track groove;
Detailed Description
The technical solution of the present invention will be described below with reference to the accompanying drawings and examples.
As shown in fig. 1 and fig. 2, a high stake beam slab wharf structure with back supporting pile, including high stake beam slab wharf structure 1 and back supporting pile structure 2, the back position of following high stake beam slab wharf structure 1 is fixed in to back supporting pile structure 2's one end, and back supporting pile structure 2's the other end embedding or bury on revetment structure 3 of river bank ground. The above structure constitutes the basic structure of the utility model.
The utility model discloses a such structure setting, through set up a set of back stake structure 2 formation whole stress structure along the position behind high stake beam slab wharf structure 1 for undertake the horizontal load of wharf structure, and can arrange in the harbor of nearly bank, the harbor pier, back stake structure 2's setting can not change pier convenience of use, and can not change the pier and occupy waters or land area, it is poor effectively to solve traditional high stake beam slab wharf horizontal bearing capacity, the pile foundation specification is high, in large quantity's problem.
In this embodiment, the slope of back support pile structure 2 sets up, and 2 one end of back support pile structure that are fixed in high pile beam slab wharf structure 1's back edge position are in the high position, and 2 one end of back support pile structure that imbed or bury on the slope protection structure 3 of pier rear foundation soil are in the low level. By adopting the structure, the rear supporting pile structure 2 plays a supporting role, and further the axial bearing capacity of the rear supporting pile structure 2 can be improved.
In this embodiment, the rear support pile structure 2 includes a plurality of support piles that are uniformly spaced and fixed in parallel to the rear edge position of the high-pile beam-slab wharf structure 1. By adopting the structure, the stress of the rear supporting pile structure 2 is more uniform.
In this embodiment, the support pile is a steel pipe pile, H-shaped steel, i-shaped steel or channel steel, and the outer surface of the support pile is coated with an anticorrosive coating. Adopt the steel construction, but make full use of pile foundation axial bearing capacity satisfies high pile beam slab wharf structure 1's operation requirement, brushes the anticorrosive coating at the outside surface of support pile, can play anticorrosive effect, and then improves the life of support pile.
In practical application, the supporting pile can also adopt a closed pile or an end plate to improve the bearing capacity of the supporting pile.
In this embodiment, high-pile beam slab wharf structure 1 includes wharf platform 14 and many vertical bearing piles 13, and wharf platform 14 is through many vertical bearing piles 13 horizontal settings, and one side that wharf platform 14 kept away from the river bank ground is equipped with a plurality of bollards 12 and a plurality of rubber fender 11. By adopting the structure, the wharf platform 14 is horizontally arranged through the plurality of vertical bearing piles 13, convenience is provided for personnel to walk, the mooring of a ship is facilitated through the mooring post 12, the rubber fender 11 can prevent the ship from being damaged when the ship is parked, and a buffering effect is achieved.
In this embodiment, the upper surface of the high pile beam slab wharf structure 1 is provided with a rail groove 15. By adopting the structure, the walking of the movable track mechanical equipment on the upper surface of the high-pile beam-slab wharf structure 1 can be met.
The embodiments of the present invention have been described with reference to the accompanying drawings, but the present invention is not limited to the above-mentioned embodiments, which are only illustrative and not restrictive, and those skilled in the art can make many forms without departing from the spirit and scope of the present invention, and these forms are within the scope of the present invention.
Claims (6)
1. The utility model provides a high stake beam slab wharf structure with back support stake which characterized in that: including high pile beam slab wharf structure (1) and back supporting pile structure (2), the back position of following the one end of back supporting pile structure (2) is fixed in high pile beam slab wharf structure (1), the other end embedding of back supporting pile structure (2) or bury on bank protection structure (3) of river bank foundation.
2. The pier structure with the high pile beam and plate with the rear support piles of claim 1, wherein: back support pile structure (2) slope sets up, is fixed in back support pile structure (2) one end of high pile beam slab wharf structure (1) along the back of position and is in the high level, and back support pile structure (2) one end of embedding or burying on slope protection structure (3) of pier rear foundation soil is in the low level.
3. The pier structure with the high pile beam and plate with the rear support piles of claim 2, wherein: and the rear supporting pile structure (2) comprises a plurality of supporting piles which are uniformly spaced and fixed in parallel at the rear edge position of the high-pile beam-slab wharf structure (1).
4. The pier structure of claim 3, wherein the pier structure comprises a rear support pile and a long pile beam slab, and the long pile beam slab is characterized in that: the supporting pile is a steel pipe pile, H-shaped steel, I-shaped steel or channel steel, and an anticorrosive coating is coated on the outer surface of the supporting pile.
5. The pier structure with the high pile beam and plate with the rear support piles of claim 1, wherein: high pile beam slab wharf structure (1) includes pier platform (14) and many vertical bearing pile (13), pier platform (14) sets up through many vertical bearing pile (13) levels, one side that river bank ground was kept away from in pier platform (14) is equipped with a plurality of bollards (12) and a plurality of rubber fender (11).
6. The pier structure with the high pile beam and plate with the rear support piles of claim 1, wherein: the upper surface of the high-pile beam slab wharf structure (1) is provided with a track groove (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120658506.7U CN214737767U (en) | 2021-03-31 | 2021-03-31 | High-pile beam-slab wharf structure with rear support piles |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202120658506.7U CN214737767U (en) | 2021-03-31 | 2021-03-31 | High-pile beam-slab wharf structure with rear support piles |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047216A (en) * | 2021-03-31 | 2021-06-29 | 中交第二航务工程勘察设计院有限公司 | High-pile beam-slab wharf structure with rear support piles |
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2021
- 2021-03-31 CN CN202120658506.7U patent/CN214737767U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047216A (en) * | 2021-03-31 | 2021-06-29 | 中交第二航务工程勘察设计院有限公司 | High-pile beam-slab wharf structure with rear support piles |
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