CN215405863U - Harbor breakwater structure - Google Patents
Harbor breakwater structure Download PDFInfo
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- CN215405863U CN215405863U CN202121799665.5U CN202121799665U CN215405863U CN 215405863 U CN215405863 U CN 215405863U CN 202121799665 U CN202121799665 U CN 202121799665U CN 215405863 U CN215405863 U CN 215405863U
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Abstract
The utility model provides a harbor breakwater structure, comprising: the outer wall body is divided into a sea side wall, a horizontal wall and a harbor side wall, wherein the sea side wall is a wave-facing surface and is of a curved surface structure, the curved surface structure is gradually bent upwards, and the curvature radius of the curved surface structure is gradually reduced; one end of the horizontal wall is connected with the highest point of the sea-facing side wall; one end of the side wall facing the harbor is connected with the other end of the horizontal wall; the inner wall body is arranged in the cavity body formed by the outer wall body and is an arched hole; the first wave dissipating holes are uniformly arranged on the sea-facing side wall; the second wave dissipating holes are uniformly formed in the sea side of the inner wall body; the concrete grid wall is arranged in a cavity formed by the inner wall body and the harbor facing side wall of the outer wall body, and comprises a transverse concrete wall and a vertical concrete wall which form a rectangular grid structure. The breakwater is uniformly stressed, and the destructive power of sea waves to the breakwater is reduced.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering, in particular to a harbor breakwater structure.
Background
The breakwater is an underwater building constructed to block the impact force of waves, to enclose a harbor basin, to maintain the water surface stable to protect ports from bad weather, and to facilitate safe berthing and operation of ships. The breakwater can also play a role in preventing harbor basin silting and waves from eroding a shoreline, and is an important component of a manually-shielded coastal harbor. The commonly used facing structures at present comprise dry masonry, mortar masonry, concrete panels, special-shaped artificial facing blocks applied to the breakwater and the like. Because bank slope surface protection engineering often receives the effect of rivers and wave, if the design is unreasonable, destruction phenomena such as collapse, slip easily appear, not only influence the service function of this structure, still influence the pleasing to the eye of city. For this reason, engineers are constantly studying and designing new types of facing structures to better eliminate the effects of wave and water forces, while also providing aesthetic benefits.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a harbor breakwater structure capable of effectively resisting water flow and wave action.
In order to achieve the above object, the present invention provides a harbor breakwater structure, comprising:
the outer wall body comprises a sea side wall, a horizontal wall and a harbor side wall, wherein the sea side wall is a wave-facing surface and is of a curved surface structure, the curved surface structure is gradually bent upwards, and the curvature radius of the curved surface structure is gradually reduced; one end of the horizontal wall is connected with the highest point of the sea side wall; one end of the near port side wall is connected with the other end of the horizontal wall, and the other end of the near port side wall extends towards the port to form an inclined wall body;
the inner wall body is arranged in a cavity body formed by the outer wall body, and the inner wall body is an arched hole;
the first wave dissipating holes are uniformly arranged on the sea-facing side wall;
the second wave dissipating holes are uniformly formed in the sea side of the inner wall body;
the concrete grid wall is arranged in a cavity formed by the inner wall body and the harbor facing side wall of the outer wall body, and comprises a transverse concrete wall and a vertical concrete wall which form a rectangular grid structure.
The preferred scheme is as follows: the first wave dissipation holes and the second wave dissipation holes are circular.
The preferred scheme is as follows: and reinforcing steel bars are arranged in the transverse concrete wall and the vertical concrete wall.
The preferred scheme is as follows: the outer wall body face and be provided with the lug on the sea side wall head on the wave, the lug sets up face on the sea side wall, the lug divide into link and free end, the link sets up the clearance position department in the first unrestrained hole that disappears of looks interval, the lug is from big to little shape from the link to the free end.
The preferred scheme is as follows: and a third wave dissipating hole is formed in one side of the inner wall body facing the harbor, and the third wave dissipating hole and the second wave dissipating hole are arranged in a staggered mode.
The preferred scheme is as follows: and an anticorrosive layer and a waterproof layer are arranged on the outer side of the sea facing side wall from inside to outside.
The preferred scheme is as follows: the anticorrosive layer is made of epoxy polyester material.
The preferred scheme is as follows: the waterproof layer is made of perchloro-ethylene paint material.
The preferred scheme is as follows: the thickness of the inner wall body is 70-80 cm.
The utility model has the beneficial effects that:
1. the sea-facing side wall of the outer wall body is of a curved surface structure, the curved surface structure is gradually bent upwards, the curvature radius of the curved surface structure is gradually reduced, the curved surface structure can weaken the impact force of sea waves, so that the breakwater is uniformly stressed, and the destructive power of the sea waves to the breakwater is reduced;
2. according to the utility model, the sea-facing side wall of the outer wall body is provided with the first wave dissipating hole, the sea-facing side of the inner wall body is provided with the second wave dissipating hole, and the first wave dissipating hole and the second wave dissipating hole can effectively attenuate the energy of waves and reduce wave loads, so that the impact and damage of the waves to the breakwater are effectively reduced;
3. according to the utility model, the third wave dissipating hole is arranged on one side of the inner wall body facing the harbor, the third wave dissipating hole and the second wave dissipating hole are arranged in a staggered manner, and the third wave dissipating hole can dissipate waves and simultaneously maintain water body exchange at two sides of the breakwater, so that silt deposition is reduced;
4. according to the utility model, the concrete grid wall is arranged in the cavity body formed by the inner wall body and the harbor-facing side wall of the outer wall body, the concrete grid wall comprises the transverse concrete wall and the vertical concrete wall, the transverse concrete wall and the vertical concrete wall form a rectangular grid structure, and the concrete grid wall can effectively support the breakwater so as to enhance the stress property of the breakwater, improve the structural rigidity and have high stability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the inner wall according to the present invention.
Detailed Description
The present invention is further described in detail below with reference to the attached drawings so that those skilled in the art can implement the utility model by referring to the description text.
It will be understood that terms such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or groups thereof.
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the utility model and are not to be construed as limiting the utility model.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise. In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood according to specific situations by a user of ordinary skill in the art.
The utility model provides a harbor breakwater structure, comprising:
the outer wall body comprises a sea side wall 1, a horizontal wall 2 and a harbor side wall 3, wherein the sea side wall 1 is a wave-facing surface and is of a curved surface structure, the curved surface structure is gradually bent upwards, and the curvature radius of the curved surface structure is gradually reduced; one end of the horizontal wall 2 is connected with the highest point of the sea side wall 1; one end of the near port side wall 3 is connected with the other end of the horizontal wall 2, and the other end of the near port side wall 3 extends towards the port to form an inclined wall body;
the inner wall body 4 is arranged in a cavity body formed by the outer wall body, and the inner wall body 4 is an arch-shaped hole;
the first wave dissipation holes 5 are uniformly formed in the sea side wall 1;
the second wave dissipating holes 6 are uniformly formed in the sea side of the inner wall 4;
the concrete grid wall is arranged in a cavity formed by the inner wall body 4 and the harbor facing side wall 3 of the outer wall body, the concrete grid wall comprises a transverse concrete wall 8 and a vertical concrete wall 9, and the transverse concrete wall 8 and the vertical concrete wall 9 form a rectangular grid structure.
The sea-facing side wall of the outer wall body is of a curved surface structure, the curved surface structure is gradually bent upwards, the curvature radius of the curved surface structure is gradually reduced, the curved surface structure can weaken the impact force of sea waves, so that the breakwater is uniformly stressed, and the destructive power of the sea waves to the breakwater is reduced; according to the utility model, the sea-facing side wall of the outer wall body is provided with the first wave dissipating hole, the sea-facing side of the inner wall body is provided with the second wave dissipating hole, and the first wave dissipating hole and the second wave dissipating hole can effectively attenuate the energy of waves and reduce wave loads, so that the impact and damage of the waves to the breakwater are effectively reduced; according to the utility model, the concrete grid wall is arranged in the cavity body formed by the inner wall body and the harbor-facing side wall of the outer wall body, the concrete grid wall comprises the transverse concrete wall and the vertical concrete wall, the transverse concrete wall and the vertical concrete wall form a rectangular grid structure, and the concrete grid wall can effectively support the breakwater so as to enhance the stress property of the breakwater, improve the structural rigidity and have high stability.
In another embodiment of the present invention, the first wave dissipating holes 5 and the second wave dissipating holes 6 are circular.
In another embodiment of the present invention, the transverse concrete wall 8 and the vertical concrete wall 9 are provided with steel bars.
In another embodiment of the utility model, a convex block 10 is arranged on the wave-facing surface of the sea side wall 1 of the outer wall body, the convex block 10 is arranged on the sea side wall 1, the convex block 10 is divided into a connecting end and a free end, the connecting end is arranged at the gap position of the first wave dissipation holes 5 at intervals, and the convex block 10 is in a shape from large to small from the connecting end to the free end.
The convex blocks 10 are arranged on the wave-facing surface of the sea side wall 1 of the outer wall body, so that the wave dissipation function is improved, and the overall performance is good.
In another embodiment of the present invention, a third wave dissipating hole 7 is formed on one side of the inner wall 4 facing the harbor, and the third wave dissipating hole 7 and the second wave dissipating hole 6 are arranged in a staggered manner.
According to the utility model, the third wave dissipating holes 7 are arranged on one side of the inner wall body facing the harbor, the third wave dissipating holes 7 and the second wave dissipating holes 6 are arranged in a staggered manner, and the third wave dissipating holes 7 can maintain water body exchange at two sides of the breakwater while dissipating waves, so that silt deposition is reduced.
In another embodiment of the present invention, an anti-corrosion layer and a waterproof layer are disposed on the outer side of the sea wall 1 from inside to outside.
An anti-corrosion layer and a waterproof layer are arranged on the outer side of the sea side wall from inside to outside, so that the water body is prevented from corroding the breakwater, and the normal use of the breakwater is prevented from being influenced.
In another embodiment of the present invention, the corrosion-resistant layer is an epoxy polyester material.
In another embodiment of the present invention, the waterproof layer is made of perchloro-ethylene paint.
In another embodiment of the present invention, the thickness of the inner wall 4 is 70-80 cm.
In another embodiment of the present invention, a harbor breakwater structure is provided in this embodiment, including:
the outer wall body comprises a sea side wall 1, a horizontal wall 2 and a harbor side wall 3, wherein the sea side wall 1 is a wave-facing surface and is of a curved surface structure, the curved surface structure is gradually bent upwards, and the curvature radius of the curved surface structure is gradually reduced; one end of the horizontal wall 2 is connected with the highest point of the sea side wall 1; one end of the temporary harbor side wall 3 is connected with the other end of the horizontal wall 2, the other end of the temporary harbor side wall 3 extends towards the harbor to form an inclined wall body, an anticorrosive layer and a waterproof layer are arranged on the outer side of the temporary sea side wall 1 from inside to outside, the anticorrosive layer is made of epoxy polyester materials, and the waterproof layer is made of perchloro-ethylene paint materials;
the inner wall body 4 is arranged in a cavity body formed by the outer wall body, the inner wall body 4 is an arched hole, and the thickness of the inner wall body 4 is 70-80 cm;
the first wave dissipation holes 5 are uniformly formed in the sea side wall 1, a bump 10 is arranged on the wave-facing surface of the sea side wall 1 of the outer wall body, the bump 10 is arranged on the sea side wall 1, the bump 10 is divided into a connecting end and a free end, the connecting end is arranged at the position of a gap between the first wave dissipation holes 5 at intervals, and the bump 10 is in a shape from large to small from the connecting end to the free end;
the second wave dissipation holes 6 are uniformly formed in the sea side of the inner wall 4, and the first wave dissipation holes 5 and the second wave dissipation holes 6 are circular;
the third wave dissipating holes 7 are formed in one side, facing the harbor, of the inner wall 4, and the third wave dissipating holes 7 and the second wave dissipating holes 6 are arranged in a staggered mode;
the concrete grid wall is arranged in a cavity formed by the inner wall body 4 and the adjacent port side wall of the outer wall body, the concrete grid wall comprises a transverse concrete wall 8 and a vertical concrete wall 9, the transverse concrete wall 8 and the vertical concrete wall 9 form a rectangular grid structure, and reinforcing steel bars are arranged in the transverse concrete wall 8 and the vertical concrete wall 9.
While embodiments of the utility model have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable in various fields of endeavor to which the utility model pertains, and further modifications may readily be made by those skilled in the art, it being understood that the utility model is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.
Claims (9)
1. Harbor breakwater structure, which is characterized in that it includes:
the outer wall body comprises a sea side wall, a horizontal wall and a harbor side wall, wherein the sea side wall is a wave-facing surface and is of a curved surface structure, the curved surface structure is gradually bent upwards, and the curvature radius of the curved surface structure is gradually reduced; one end of the horizontal wall is connected with the highest point of the sea side wall; one end of the near port side wall is connected with the other end of the horizontal wall, and the other end of the near port side wall extends towards the port to form an inclined wall body;
the inner wall body is arranged in a cavity body formed by the outer wall body, and the inner wall body is an arched hole;
the first wave dissipating holes are uniformly arranged on the sea-facing side wall;
the second wave dissipating holes are uniformly formed in the sea side of the inner wall body;
the concrete grid wall is arranged in a cavity formed by the inner wall body and the harbor facing side wall of the outer wall body, and comprises a transverse concrete wall and a vertical concrete wall which form a rectangular grid structure.
2. The harbor breakwater structure according to claim 1, wherein said first wave dissipating hole and said second wave dissipating hole are circular.
3. The harbor breakwater structure according to claim 1, wherein reinforcing bars are provided in the lateral concrete walls and the vertical concrete walls.
4. The harbor breakwater structure according to claim 1, wherein a convex block is arranged on the sea side wall facing wave surface of the outer wall body, the convex block is arranged on the sea side wall, the convex block is divided into a connecting end and a free end, the connecting end is arranged at the gap position of the first wave dissipation holes at intervals, and the convex block is in a shape from large to small from the connecting end to the free end.
5. The harbor breakwater structure according to claim 1, wherein a third wave-breaking hole is provided on one side of said inner wall body facing harbor, and said third wave-breaking hole is staggered with said second wave-breaking hole.
6. The harbor breakwater structure according to claim 1, wherein an anticorrosive layer and a waterproof layer are provided on the outer side of the sea facing side wall from inside to outside.
7. The harbor breakwater structure according to claim 6, wherein said corrosion-resistant layer is an epoxy polyester material.
8. The harbor breakwater structure according to claim 6, wherein said waterproof layer is made of perchloro-ethylene paint.
9. The harbor breakwater structure according to claim 6, wherein the thickness of the inner wall is 70-80 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121799665.5U CN215405863U (en) | 2021-08-03 | 2021-08-03 | Harbor breakwater structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121799665.5U CN215405863U (en) | 2021-08-03 | 2021-08-03 | Harbor breakwater structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215405863U true CN215405863U (en) | 2022-01-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121799665.5U Active CN215405863U (en) | 2021-08-03 | 2021-08-03 | Harbor breakwater structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215405863U (en) |
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2021
- 2021-08-03 CN CN202121799665.5U patent/CN215405863U/en active Active
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