CN215252631U - Novel structure of wave dissipation formula breakwater - Google Patents
Novel structure of wave dissipation formula breakwater Download PDFInfo
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- CN215252631U CN215252631U CN202120883791.2U CN202120883791U CN215252631U CN 215252631 U CN215252631 U CN 215252631U CN 202120883791 U CN202120883791 U CN 202120883791U CN 215252631 U CN215252631 U CN 215252631U
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- breakwater
- wave dissipation
- reinforcement cage
- wave
- steel reinforcement
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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 provides a wave dissipation formula breakwater novel structure, include: the wave dissipation breakwater comprises a wave dissipation breakwater main body and a wave dissipation breakwater supporting structure, wherein the wave dissipation breakwater main body is fixed through the wave dissipation breakwater supporting structure and comprises a steel reinforcement cage and filling stones, and the filling stones are arranged in the steel reinforcement cage; wave elimination formula breakwater bearing structure is steel pipe support stake, steel reinforcement cage's both sides respectively with the steel pipe supports the stake and links to each other, the utility model discloses mainly utilize the metal cage that is equipped with the stone of array arrangement to play the impact of effectual elimination wave.
Description
Technical Field
The utility model relates to a hydraulic construction technical field especially relates to a wave dissipation formula breakwater novel structure.
Background
At present, the structural forms of the domestic breakwater are mainly a slope type breakwater, a vertical type breakwater and a special breakwater, and the special breakwater has the forms of a permeable type, a floating type, a jet type, a water spraying type and the like. The floating breakwater has unstable structure and poor wave dissipation effect, and the jet-type and water-jet type breakwaters are easy to leak and repair.
Therefore, a novel structure of the wave dissipation breakwater needs to be designed.
SUMMERY OF THE UTILITY MODEL
According to the technical problems provided by the invention, a novel structure of the wave dissipation breakwater is provided. The utility model discloses mainly utilize the metal cage that is equipped with the stone of array arrangement to play the impact of effectual elimination wave. The utility model discloses a technical means as follows:
the utility model provides a wave dissipation formula breakwater novel structure which characterized in that includes: the wave dissipation breakwater comprises a wave dissipation breakwater main body and a wave dissipation breakwater supporting structure, wherein the wave dissipation breakwater main body is fixed through the wave dissipation breakwater supporting structure and comprises a steel reinforcement cage and filling stones, and the filling stones are arranged in the steel reinforcement cage; the wave dissipation type breakwater supporting structure is a steel pipe supporting pile, and two sides of the steel reinforcement cage are connected with the steel pipe supporting pile respectively.
Furthermore, the steel reinforcement cage with be connected through the tongue-and-groove structure between the steel pipe support pile, the tongue-and-groove structure includes tongue-and-groove and T type fore shaft, the tongue-and-groove sets up on the steel pipe support pile, T type fore shaft sets up the both sides of steel reinforcement cage.
Further, the tongue-and-groove is the cylinder structure that the cross-section is the C type, T type fore shaft is the cylinder structure that the cross-section is the T type, T type fore shaft with the tongue-and-groove phase-match, T type fore shaft can slide in the tongue-and-groove.
Furthermore, a plurality of steel reinforcement cages are sequentially arranged between the two steel pipe support piles in a contact manner, and the steel reinforcement cage at the lowermost end is in contact with a mud surface line of the seabed.
The utility model has the advantages of it is following:
1. the utility model provides a pair of novel structure construction of wave dissipation formula breakwater is simple and convenient.
2. The utility model provides a pair of novel structure later maintenance of wave dissipation formula breakwater is simple and convenient.
3. The utility model provides a pair of novel structure of wave dissipation formula breakwater is good to engineering geology adaptability.
Based on the reason, the utility model discloses can extensively promote in fields such as hydraulic construction technology.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive labor.
Fig. 1 is a front view of the novel structure of the wave dissipation breakwater of the present invention.
Fig. 2 is a top view of the novel structure of the wave dissipation breakwater of the present invention.
Fig. 3 is the schematic view of the mortise structure of the novel structure of the wave dissipation breakwater of the utility model.
In the figure: 1. a reinforcement cage; 2. supporting the pile with a steel pipe; 3. mud line; 4. a tongue and groove structure; 5. mortises; 6. t-shaped locking notch.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. 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.
As shown in fig. 1-3, the utility model provides a wave dissipation formula breakwater novel structure, include: the wave dissipation breakwater comprises a wave dissipation breakwater main body and a wave dissipation breakwater supporting structure, wherein the wave dissipation breakwater main body is fixed through the wave dissipation breakwater supporting structure and comprises a steel reinforcement cage 1 and filling stones, and the filling stones are arranged in the steel reinforcement cage 1; the wave dissipation type breakwater supporting structure is a steel pipe supporting pile 2, and two sides of the steel reinforcement cage 1 are respectively connected with the steel pipe supporting pile 2; the steel reinforcement cage 1 is connected with the steel pipe support pile 2 through a mortise structure 4, the mortise structure 4 comprises a mortise 5 and T-shaped locking notches 6, the mortise 5 is arranged on the steel pipe support pile 2, and the T-shaped locking notches 6 are arranged on two sides of the steel reinforcement cage 1; the mortise 5 is a cylindrical structure with a C-shaped section, the T-shaped locking notch 6 is a cylindrical structure with a T-shaped section, the T-shaped locking notch 6 is matched with the mortise 5, and the T-shaped locking notch 6 can slide in the mortise 5; the plurality of steel reinforcement cages 1 are sequentially arranged between the two steel pipe supporting piles 2 in a contact manner, and the steel reinforcement cage 1 at the lowermost end is in contact with a mud surface line 3 on the seabed.
Example 1
As shown in fig. 1-3, the utility model provides a wave dissipation formula breakwater novel structure, include: the wave dissipation breakwater comprises a wave dissipation breakwater main body and a wave dissipation breakwater supporting structure, wherein the wave dissipation breakwater main body is fixed through the wave dissipation breakwater supporting structure and comprises a steel reinforcement cage 1 and filling stones, and the filling stones are arranged in the steel reinforcement cage 1; the wave dissipation type breakwater supporting structure is a steel pipe supporting pile 2, and two sides of the steel reinforcement cage 1 are respectively connected with the steel pipe supporting pile 2; the steel reinforcement cage 1 is connected with the steel pipe support pile 2 through a mortise structure 4, the mortise structure 4 comprises a mortise 5 and T-shaped locking notches 6, the mortise 5 is arranged on the steel pipe support pile 2, and the T-shaped locking notches 6 are arranged on two sides of the steel reinforcement cage 1; the mortise 5 is a cylindrical structure with a C-shaped section, the T-shaped locking notch 6 is a cylindrical structure with a T-shaped section, the T-shaped locking notch 6 is matched with the mortise 5, and the T-shaped locking notch 6 can slide in the mortise 5; the plurality of steel reinforcement cages 1 are sequentially arranged between the two steel pipe supporting piles 2 in a contact manner, and the steel reinforcement cage 1 at the lowermost end is in contact with a mud surface line 3 on the seabed.
The mortises 5 are angle steel, the angle steel is welded on two sides of the steel pipe supporting pile 2, two sides of the steel reinforcement cage 1 are welded with the T-shaped locking openings 6, and the T-shaped locking openings 6 and the mortises 5 can be aligned and inserted to be fixed.
The steel reinforcement cage 1 is a box-type net cage made of an angular net (hexagonal net) woven by galvanized metal wires, can play a role in corrosion resistance in the sea, and can play a role in water permeation by filling a certain gap block stone in the steel reinforcement cage 1.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (4)
1. The utility model provides a wave dissipation formula breakwater novel structure which characterized in that includes: the wave dissipation breakwater comprises a wave dissipation breakwater main body and a wave dissipation breakwater supporting structure, wherein the wave dissipation breakwater main body is fixed through the wave dissipation breakwater supporting structure and comprises a steel reinforcement cage and filling stones, and the filling stones are arranged in the steel reinforcement cage; the wave dissipation type breakwater supporting structure is a steel pipe supporting pile, and two sides of the steel reinforcement cage are connected with the steel pipe supporting pile respectively.
2. The novel structure of a wave dissipation formula breakwater of claim 1, characterized in that, the steel reinforcement cage with be connected through tongue-and-groove structure between the steel pipe support pile, the tongue-and-groove structure includes tongue-and-groove and T type fore shaft, the tongue-and-groove sets up on the steel pipe support pile, T type fore shaft sets up the both sides of steel reinforcement cage.
3. The novel structure of the wave dissipation breakwater of claim 2, wherein the mortise is a cylindrical structure with a C-shaped cross section, the T-shaped locking notch is a cylindrical structure with a T-shaped cross section, the T-shaped locking notch is matched with the mortise, and the T-shaped locking notch can slide in the mortise.
4. The novel structure of the wave-breaking breakwater of claim 1, wherein a plurality of the reinforcement cages are sequentially arranged between two steel pipe support piles in a contact manner, and the lowermost reinforcement cage is in contact with a mud surface line on the seabed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120883791.2U CN215252631U (en) | 2021-04-27 | 2021-04-27 | Novel structure of wave dissipation formula breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120883791.2U CN215252631U (en) | 2021-04-27 | 2021-04-27 | Novel structure of wave dissipation formula breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215252631U true CN215252631U (en) | 2021-12-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120883791.2U Active CN215252631U (en) | 2021-04-27 | 2021-04-27 | Novel structure of wave dissipation formula breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215252631U (en) |
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2021
- 2021-04-27 CN CN202120883791.2U patent/CN215252631U/en active Active
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