CN215948065U - Vertical dike wave-breaking structure - Google Patents
Vertical dike wave-breaking structure Download PDFInfo
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- CN215948065U CN215948065U CN202022448576.8U CN202022448576U CN215948065U CN 215948065 U CN215948065 U CN 215948065U CN 202022448576 U CN202022448576 U CN 202022448576U CN 215948065 U CN215948065 U CN 215948065U
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Abstract
The utility model belongs to the technical field of coastal engineering, and particularly relates to an upright embankment wave-preventing structure, which comprises an upright dam (1) provided with an anti-arc wave-preventing groove (2), wherein the anti-arc wave-preventing groove (2) is positioned at the top of the upright dam (1), and the opening of the anti-arc wave-preventing groove (2) faces to one side of a wave lake; and the vertical dike (1) also comprises a twisted Chinese character 'wang' block (3) or a twisted I-shaped block at one side of the bottom of the vertical dike. The utility model can dissipate energy and eliminate waves and reduce waves by adopting the combination of the upper and lower modes of arranging the inverse arc wave-preventing groove (2) on the top of the dike and arranging the twisted king block (3) or the twisted I-shaped block on the bottom of the dike, thereby prolonging the service life of the vertical dike (1), reducing the maintenance cost of the vertical dike (1), and having the characteristics of simplicity, convenience, easy use, strong universality and wide application range.
Description
Technical Field
The utility model belongs to the technical field of coastal engineering, and particularly relates to an upright embankment wave-preventing structure.
Background
For the vertical seawall, the pressure of waves and the impact of overtopping affect the structural safety of the vertical seawall, so that the vertical seawall is damaged, and the maintenance cost of the vertical seawall is increased. It is desirable to minimize the pressure of the waves against the upright seawall and to minimize the generation of overtopping waves.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an arrangement scheme for an upright dike, which can reduce the pressure of waves on the upright dike and reduce the influence of overtopping waves on the upright dike.
In order to achieve the above purpose, the technical scheme adopted by the utility model is that the vertical embankment wave structure comprises a vertical dam provided with an anti-arc wave-preventing groove, wherein the anti-arc wave-preventing groove is positioned at the top of the vertical dam, and the opening of the anti-arc wave-preventing groove faces to the wave lake side.
Furthermore, one end of the reverse arc-shaped wave-proof groove is connected with the vertical dam, and the other end of the reverse arc-shaped wave-proof groove extends to one side of the wave.
Further, the cross section of the reverse arc-shaped wave-resisting groove is arc-shaped.
Further, the wave energy dissipater is arranged on one side of the bottom of the vertical dam.
Further, the wave energy dissipater is arranged on one side of the vertical dam facing the direction of the wave.
Furthermore, the wave energy dissipation device is a twisted king block or a twisted I-shaped block.
Furthermore, the vertical dam adopts a reinforced concrete breast wall, and the inner bottom layer material is block stones.
Furthermore, the reverse arc-shaped wave-proof groove is made of reinforced concrete.
The utility model has the beneficial effects that:
1. the queen-turned blocks 3 are arranged at the bottom of the upright dike 1, so that the water flow waves at the bottom of the dike can be weakened, and the pressure of the waves on the upright dike 1 is reduced.
2. The reverse arc-shaped wave-preventing groove 2 can reduce the generation of overtopping waves and prevent the overtopping waves from impacting the vertical dam 1.
3. The life span of the erected dike 1 is extended and the maintenance cost of the erected dike 1 is reduced.
4. The utility model is simple and easy to use, strong in universality and wide in application range.
Drawings
Fig. 1 is a schematic view of an upright embankment structure according to an embodiment of the present invention;
in the figure: 1-vertical dam, 2-reverse arc wave-proof groove, 3-twisted king block (or twisted I-shaped block), 4-block stone.
Detailed Description
The utility model is further described below with reference to the figures and examples.
As shown in fig. 1, the present invention provides a standing-dike wave-breaking structure, which comprises a standing dike 1 provided with an inverse arc-shaped wave-breaking groove 2, wherein the inverse arc-shaped wave-breaking groove 2 is positioned at the top of the standing dike 1, and the opening of the inverse arc-shaped wave-breaking groove 2 faces the wave lake side.
One end of the reverse arc wave-proof groove 2 is connected with the vertical dam 1, and the other end extends to one side of the wave.
The cross section of the reverse arc-shaped wave-resisting groove 2 is arc-shaped, so that waves flow to the outer side, and overtopping is reduced.
And a wave energy dissipater provided at one side of the bottom of the erected dike 1.
The wave energy dissipater is arranged on one side of the vertical dam 1 facing the wave direction and is used for weakening the bottom water flow waves of the vertical dam 1.
The wave energy dissipation device is a twisted king block 3 or a twisted I-shaped block, and six support legs of the twisted king block 3 or the twisted I-shaped block can be stably tied below the mud surface.
The vertical dam 1 adopts a reinforced concrete breast wall, and the inner bottom layer material is block stone 4.
The reverse arc-shaped wave-proof groove 2 is made of reinforced concrete.
The device according to the present invention is not limited to the embodiments described in the specific embodiments, and those skilled in the art can derive other embodiments according to the technical solutions of the present invention, and also belong to the technical innovation scope of the present invention.
Claims (5)
1. A vertical embankment wave structure is characterized in that: the vertical dam comprises a vertical dam (1) provided with an inverse arc wave-proof groove (2), wherein the inverse arc wave-proof groove (2) is positioned at the top of the vertical dam (1), and an opening of the inverse arc wave-proof groove (2) faces to one side of a wave;
the wave energy dissipater is arranged on one side of the bottom of the vertical dam (1);
the wave energy dissipation device is arranged on one side, facing the wave direction, of the vertical dam (1);
the wave energy dissipation device is a twisted king block (3) or a twisted I-shaped block.
2. A standing levee structure according to claim 1, wherein: one end of the reverse arc-shaped wave-proof groove (2) is connected with the upright dam (1), and the other end extends towards one side of the wave.
3. A standing levee structure according to claim 1, wherein: the cross section of the reverse arc wave-proof groove (2) is arc-shaped.
4. A standing levee structure according to claim 1, wherein: the vertical dam (1) adopts a reinforced concrete breast wall, and the inner bottom layer is made of block stones (4).
5. A standing levee structure according to claim 1, wherein: the reverse arc-shaped wave-proof groove (2) is made of reinforced concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022448576.8U CN215948065U (en) | 2020-10-29 | 2020-10-29 | Vertical dike wave-breaking structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022448576.8U CN215948065U (en) | 2020-10-29 | 2020-10-29 | Vertical dike wave-breaking structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215948065U true CN215948065U (en) | 2022-03-04 |
Family
ID=80505206
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022448576.8U Active CN215948065U (en) | 2020-10-29 | 2020-10-29 | Vertical dike wave-breaking structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215948065U (en) |
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2020
- 2020-10-29 CN CN202022448576.8U patent/CN215948065U/en active Active
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