CN212026109U - Novel combination bucket formula basis breakwater structure - Google Patents
Novel combination bucket formula basis breakwater structure Download PDFInfo
- Publication number
- CN212026109U CN212026109U CN202020432968.2U CN202020432968U CN212026109U CN 212026109 U CN212026109 U CN 212026109U CN 202020432968 U CN202020432968 U CN 202020432968U CN 212026109 U CN212026109 U CN 212026109U
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- foundation
- bucket formula
- bucket
- barrel type
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- 238000005192 partition Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a novel combination bucket formula basis breakwater structure relates to the technical field on bucket formula basis, including two bucket formula foundation structure, each bucket formula foundation structure all includes lower floor's bucket formula basis and upper levee body structure, and upper levee body structure is along the one end of vertical setting at the upper surface on lower floor's bucket formula basis, and two bucket formula foundation structure are "╩" style of calligraphy and arrange, and the concrete that fills between the two bucket formula foundation structures, levee top road is laid at the top of two upper levee body structures, and the expansion joint is seted up at the middle part of levee top road, and one side of levee top road is provided with the breakwater, has seted up the arc wall on the lateral wall of keeping away from levee top road of breakwater wall. The utility model discloses a two bucket formula foundation structures are combined, and two lower floor's bucket formula basis bears the upper portion load, satisfies the stable in structure requirement, and the dyke body of breakwater is stable, reduces the weight on single lower floor's bucket formula basis, and the dyke top road is laid at two upper levee body structure tops, has improved the width of dyke top road, increases the driving vehicle on the dyke top road.
Description
Technical Field
The utility model relates to a technical field on bucket formula basis especially relates to a modular bucket formula basis.
Background
In many soft soil foundation breakwater projects that are subject to large waves, there is a need for a breakwater body structure that: the structure can be well adapted to soft soil foundations, a large amount of riprap is not needed, storm can be resisted, the requirement of driving can be met by the top of the dike, the cost of the dike body is low, and construction is convenient. Meanwhile, the embankment body occupies a sea area as little as possible, and can permeate water without damaging the natural ecological environment of the ocean. In order to solve the problems and meet the functions, the technical problems of stability of the breakwater body, reduction of the weight of a single barrel body and convenience in construction need to be solved on the basis of the barrel type foundation breakwater.
SUMMERY OF THE UTILITY MODEL
To the problem of the aforesaid production, an object of the utility model is to provide a novel combination bucket formula basis breakwater structure.
In order to realize the purpose, the utility model discloses the technical scheme who takes does:
the novel combined barrel type foundation breakwater structure comprises two barrel type foundation structures, wherein each barrel type foundation structure comprises a lower barrel type foundation and an upper barrel type foundation, the upper barrel type foundation structure is vertically arranged at one end of the upper surface of the lower barrel type foundation, the two barrel type foundation structures are arranged in an ╩ shape, a gap is formed between the two barrel type foundation structures, concrete is poured between the two barrel type foundation structures and is integrally connected with the two barrel type foundation structures, a breakwater top road is laid at the top of the upper barrel type foundation structures, an expansion joint is formed in the middle of the breakwater top road, a wave blocking wall is arranged on one side of the breakwater top road, and an arc-shaped groove is formed in the side wall, far away from the breakwater road.
The above-mentioned novel combination bucket formula basis breakwater structure, wherein, two structural wave opening of having seted up of upper levee body, two structural wave opening of upper levee body is linked together.
The novel breakwater structure with the combined barrel-type foundation is characterized in that the lower barrel-type foundation and the upper dyke body structure are arranged in an ╚ shape.
Foretell a novel combination bucket formula basis breakwater structure, wherein, the inside on lower floor's bucket formula basis is provided with a plurality of baffles, and is a plurality of the baffle will a plurality of compartment are cut apart into to lower floor's bucket formula basis is inside.
The novel combined barrel type foundation breakwater structure comprises a barrel type foundation structure body and a plurality of barrel type foundation structures, wherein the barrel type foundation structures are filled with concrete until the mud surface at the lower ends of the barrel type foundation structures.
The novel combined barrel type foundation breakwater structure is characterized in that a guardrail is arranged on one side, far away from the wave wall, of the embankment top road.
The utility model discloses owing to adopt above-mentioned technique, make it compare the positive effect that has with prior art and be:
(1) the utility model discloses a two bucket formula foundation structure are combined, and two lower floor's bucket formula foundations bear the upper portion load, satisfy the stable in structure requirement, and the dyke body of breakwater is stable, reduces the weight on single lower floor's bucket formula basis.
(2) The utility model discloses a dyke top road is laid at two upper levee body structure tops, has improved the width of dyke top road, increases the driving vehicle.
(3) The utility model discloses a wave opening of upper levee body structure can make the circulation of water of two upper levee body structure both sides, reduces the impact of wave power to upper levee body structure.
Drawings
FIG. 1 is a cross-sectional view of a bucket foundation structure of the present invention;
FIG. 2 is a sectional view of the two-bucket foundation structure of the present invention;
fig. 3 is a plan view of the present invention.
Reference numerals: 1. a bucket foundation structure; 11. a lower layer barrel type foundation; 111. a partition plate; 112. a top plate; 12. an upper bank structure; 2. concrete; 3. a bank top road; 4. a wave wall; 41. an arc-shaped slot; 5. and (4) a guardrail.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the accompanying drawings and specific embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
FIG. 1 is a cross-sectional view of a bucket foundation structure of the present invention; FIG. 2 is a sectional view of the two-bucket foundation structure of the present invention; fig. 3 is a plan view of the present invention.
The utility model provides a novel combination bucket foundation breakwater structure, please refer to fig. 1, fig. 2 and fig. 3, including two bucket foundation structures 1, each bucket foundation structure 1 includes lower floor bucket foundation 11 and upper levee body structure 12, lower floor bucket foundation 11 and upper levee body structure 12 are connected through concrete 2, the lower extreme opening of lower floor bucket foundation 11, the upper end of lower floor bucket foundation 11 is equipped with roof 112, upper levee body structure 12 is along the vertical one end that sets up at the upper surface of lower floor bucket foundation 11, lower floor bucket foundation 11 and upper levee body structure 12 are "╚" style of calligraphy and arrange, two bucket foundation structures 1 are "╩" style of calligraphy and arrange, the adjacent side of two bucket foundation structures 1 is the plane, have the clearance between two bucket foundation structures 1, pour concrete 2 between two bucket foundation structures 1, concrete 2 and two bucket foundation structures 1 connect and form the whole, dyke top road 3 is laid at the top of two upper levee body structures 12, through splicing together two lower floor's bucket foundation 11, the stability of structure has been improved, reduce the weight of single lower floor's bucket foundation 11, can guarantee to bear the upper portion load, reduce the area occupied to the sea area, the expansion joint is seted up at the middle part of dyke top road 3, avoid dyke top road 3 to take place the fracture, one side of dyke top road 3 is provided with wave wall 4, wave wall 4 has been kept away from and has been seted up arc wall 41 on the lateral wall of dyke top road 3, an impact force for reducing the wave to wave wall 4.
Wherein, all seted up the wave opening (not shown in the figure) on two upper levee body structures 12, the wave opening of two upper levee body structures 12 is linked together, and the wave opening is circular, and the wave opening passes through upper levee body structure 12, can make the rivers of two upper levee body structure 12 both sides logical, realizes the empty effect of leading to the sky of upper levee body structure 12, reduces the impact of wave power to upper levee body structure 12, does not destroy marine natural ecological environment.
Further optimize above-mentioned embodiment, the inside of lower floor bucket formula basis 11 is provided with a plurality of baffles 111, and a plurality of baffles 111 divide into a plurality of compartments with lower floor bucket formula basis 11 is inside, and two lower floor bucket formula bases 11 are the ellipse.
Wherein, pour into concrete 2 between two bucket formula foundation structure 1 and to the mud face department of bucket formula foundation structure 1 lower extreme, two lower floor bucket formula foundations 11, two upper levee body structures 12 all connect through concrete 2, and lower floor bucket formula foundation 11 adapts to soft soil foundation, and the anti-wave performance is good.
Further, a guardrail 5 is arranged on one side, far away from the wave wall 4, of the embankment top road 3 and used for improving driving safety of the embankment top road 3.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (6)
1. The novel combined barrel type foundation breakwater structure is characterized by comprising two barrel type foundation structures (1), wherein each barrel type foundation structure (1) comprises a lower barrel type foundation (11) and an upper barrel type foundation structure (12), the upper barrel type foundation structure (12) is vertically arranged at one end of the upper surface of the lower barrel type foundation (11), the two barrel type foundation structures (1) are arranged in an ╩ shape, a gap is formed between the two barrel type foundation structures (1), concrete (2) is poured between the two barrel type foundation structures (1), the concrete (2) and the two barrel type foundation structures (1) are connected to form a whole, a top road (3) is laid at the top of the upper barrel type foundation structure (12), an expansion joint is formed in the middle of the top road (3), a wave wall (4) is arranged on one side of the top road (3), an arc-shaped groove (41) is formed in the side wall, far away from the embankment top road (3), of the wave wall (4).
2. The novel combined bucket foundation breakwater structure as claimed in claim 1, wherein the wave openings are formed on both of the upper levee body structures (12), and the wave openings on both of the upper levee body structures (12) are communicated with each other.
3. The novel combined bucket foundation breakwater structure as claimed in claim 1, wherein the lower bucket foundation (11) and the upper bank structure (12) are arranged in the shape of ╚.
4. The novel combined bucket foundation breakwater structure according to claim 1, wherein a plurality of partition plates (111) are arranged inside the lower bucket foundation (11), and the partition plates (111) divide the inside of the lower bucket foundation (11) into a plurality of compartments.
5. The novel combined bucket foundation breakwater structure according to claim 1, wherein concrete (2) is poured between the two bucket foundation structures (1) up to a mud surface at the lower ends of the bucket foundation structures (1).
6. The novel combined bucket foundation breakwater structure as claimed in claim 1, wherein a guardrail (5) is provided on the top road (3) at a side away from the wave wall (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020432968.2U CN212026109U (en) | 2020-03-30 | 2020-03-30 | Novel combination bucket formula basis breakwater structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020432968.2U CN212026109U (en) | 2020-03-30 | 2020-03-30 | Novel combination bucket formula basis breakwater structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212026109U true CN212026109U (en) | 2020-11-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020432968.2U Expired - Fee Related CN212026109U (en) | 2020-03-30 | 2020-03-30 | Novel combination bucket formula basis breakwater structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212026109U (en) |
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2020
- 2020-03-30 CN CN202020432968.2U patent/CN212026109U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201127 |