Ecological wave dissipation four-foot cone

Abstract

The utility model provides an ecological wave-dissipating four-foot cone, which relates to the technical field of hydraulic engineering, is arranged on a wave-dissipating platform in front of an embankment, and comprises a plurality of supporting cone angles at the bottom and a planting cone angle vertically arranged at the top of the center of the plurality of supporting cone angles, the planting taper angle is detachably connected with a taper angle lower portion and a taper angle upper portion, and a planting groove and a planting cavity used for planting plants are formed in the center of the taper angle lower portion and the center of the taper angle upper portion. According to the ecological wave-dissipating four-foot cone, the wave-dissipating four-foot cone is transformed, a planting cone angle at the top is of a detachable structure, a planting groove is formed in the lower portion of the cone angle, planting soil is filled in the planting groove, salt marsh plants such as reeds are planted in the planting groove, and the upper portion of the cone angle is installed after planting. The wave-dissipating capacity of the wave-dissipating quadrangular pyramids planted with the plants has no adverse effect, but the ecological functions of biodiversity and the like in front of the embankment can be improved.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy projects, in particular to an ecological wave-dissipating four-legged cone Background Technique

[0002] To prevent the slope from being scoured, various pavements made on the slope are called slope protection. When building slope protection, the appropriate surface protection method should be selected according to the specific use environment and functional requirements. Engineering protection mainly includes several technical processes such as large block stone protection, multi-angle hollow block protection, buried stone concrete wall protection, etc., which are mainly used to prevent the embankment slope from collapsing due to scouring. For areas with large water level fluctuations or strong wave impacts in hydraulic structures such as seawalls, the built slope protection structure should not only prevent soil from being scoured and lost, but also play a role in wave dissipation

[0003] Currently, common slope protection technologies such as placing various special-shaped blocks such as four-legged hollow blocks are used. However, due to the lack of vegetation coverage, the ecological function is poor. Based on the above considerations, it is very necessary to propose a four-legged cone suitable for plant growth and applicable to the seawall surface Content of the Utility Model

[0004] (I) Technical Problems to be Solved

[0005] In view of the deficiencies of the prior art, the utility model provides an ecological wave-dissipating four-legged cone, which solves the problems raised in the above background technique

[0006] (II) Technical Solutions

[0007] To achieve the above object, the utility model is realized through the following technical solutions: An ecological wave-dissipating four-legged cone, the wave-dissipating four-legged cones are arranged on the wave-dissipating platform in front of the embankment. The wave-dissipating four-legged cone includes a number of support cone angles at the bottom and a planting cone angle vertically arranged at the top center of the number of support cone angles. The planting cone angle is detachably connected to the lower part and the upper part of the cone angle. A planting groove and a planting cavity for planting plants are arranged at the centers of the lower part and the upper part of the cone angle

[0008] Preferably, the lower part and the upper part of the cone angle are detachably connected by a number of connecting mechanisms, and the number of connecting mechanisms are arranged circumferentially on the lower part and the upper part of the cone angle

[0009] Preferably, the connecting mechanism includes an L-shaped slideway, a circumferential sliding cavity, a support rod and a slider. The support rod and the slider are integrally arranged in an L shape at the bottom of the upper part of the cone angle. The circumferential sliding cavity is circumferentially opened at the inner edge of the top of the lower part of the cone angle. The L-shaped slideway is arranged in an L shape along the side and the bottom edge of the circumferential sliding cavity. The slider can slide along the direction of the L-shaped slideway, and the support rod can slide along the circumferential sliding cavity

[0010] Preferably, a limiting groove is vertically and downwardly formed at the end of the circumferential section of the L-shaped slideway, and the slider can be clamped into the limiting groove.

[0011] Preferably, there are three supporting taper angles, and the three supporting taper angles are arranged at equal angles around the center of the planting taper angle.

[0012] Preferably, the height of the wave-dissipating platform in front of the dike is between 0.5Hs below the design high tide level and 1.5Hs above the design high tide level.

[0013] (III) Beneficial effects

[0014] The utility model provides an ecological wave-dissipating four-legged cone, which has the following beneficial effects:

[0015] 1. For the ecological wave-dissipating four-legged cone, the wave-dissipating four-corner cone is transformed. The planting taper angle at the top adopts a detachable structure, and a planting groove is arranged inside the lower part of the taper angle. The planting groove is filled with planting soil, and salt marsh plants such as reeds are planted. After planting, the upper part of the taper angle is installed. The wave-dissipating ability of the wave-dissipating four-corner cone planted with plants is not adversely affected, but the ecological functions such as the biodiversity in front of the dike can be improved.

[0016] 2. For the ecological wave-dissipating four-legged cone, through the limitation of the slider and the horizontal circumferential section of the L-shaped slideway, the upper part of the taper angle can be prevented from separating upward from the lower part of the taper angle, the connection firmness between the two is improved, and at the same time, the installation and disassembly are relatively convenient. Description of the drawings

[0017] Figure 1 is the layout schematic diagram of the wave-dissipating four-corner cone of the utility model;

[0018] Figure 2 is the axonometric drawing of the wave-dissipating four-corner cone of the utility model;

[0019] Figure 3 is the disassembled view of the planting taper angle of the utility model;

[0020] Figure 4 is the side sectional view of the planting taper angle of the utility model;

[0021] Figure 5 is the side sectional view of the wave-dissipating four-corner cone of the utility model.

[0022] In the figure: 1 wave-dissipating four-corner cone, 11 supporting taper angle, 2 planting taper angle, 21 lower part of the taper angle, 22 upper part of the taper angle, 23 planting groove, 24 planting cavity, 3 connecting mechanism, 31 L-shaped slideway, 32 circumferential sliding cavity, 33 support rod, 34 slider, 35 limiting groove, 4 plant, 5 wave-dissipating platform in front of the dike. Specific embodiments

[0023] The embodiment of the utility model provides an ecological wave-dissipating four-legged cone, as Figures 1-5As shown in the figure, the wave-dissipating tetrahedral cones 1 are arranged on the wave-dissipating platform 5 in front of the dike. The height of the wave-dissipating platform 5 in front of the dike is between 0.5Hs below the design high tide level and 1.5Hs above the design high tide level. The wave-dissipating tetrahedral cone 1 includes several supporting cone angles 11 at the bottom and a planting cone angle 2 vertically arranged at the top center of the several supporting cone angles 11. There are three supporting cone angles 11, and the three supporting cone angles 11 are arranged at equal angles around the center of the planting cone angle 2. Of course, it is not limited to three, and the number of supporting cone angles 11 can also be more than three.

[0024] As Figure 2 shown, the planting cone angle 2 is detachably connected to the lower cone part 21 and the upper cone part 22. A planting groove 23 and a planting cavity 24 for planting plants 4 are arranged at the centers of the lower cone part 21 and the upper cone part 22. The planting groove 23 and the planting cavity 24 are used to fill planting soil.

[0025] In this scheme, the wave-dissipating tetrahedral cone 1 is transformed. The planting cone angle 2 at the top adopts a detachable structure, and a planting groove 23 is arranged in the lower cone part 21. The planting groove 23 is filled with planting soil, and salt marsh plants such as reeds are planted. After planting, the upper cone part 22 is installed. The wave-dissipating ability of the wave-dissipating tetrahedral cone 1 planted with plants is not adversely affected, but the ecological functions such as the biodiversity in front of the dike can be improved.

[0026] The lower cone part 21 and the upper cone part 22 are detachably connected by several connecting mechanisms 3, and the several connecting mechanisms 3 are circumferentially arranged on the lower cone part 21 and the upper cone part 22. In this embodiment, a total of four groups of connecting mechanisms 3 are provided.

[0027] As Figures 3-4 shown, the specific connecting mechanism 3 includes an L-shaped slideway 31, a circumferential sliding cavity 32, a support rod 33 and a slider 34. The circumferential angle of each L-shaped slideway 31 is 20° - 90°. The longer the circumferential angle of the L-shaped slideway 31, the firmer the connection between the lower cone part 21 and the upper cone part 22. The support rod 33 and the slider 34 are integrally arranged in an L shape at the bottom of the upper cone part 22; the circumferential sliding cavity 32 is circumferentially opened on the inner edge of the top of the lower cone part 21. The inner diameter of the circumferential sliding cavity 32 is larger than the inner diameter of the lower cone part 21 and smaller than the outer diameter of the lower cone part 21. The L-shaped slideway 31 is arranged in an L shape along the side and bottom edges of the circumferential sliding cavity 32. The inner diameter of the L-shaped slideway 31 is larger than the inner diameter of the circumferential sliding cavity 32 and smaller than the outer diameter of the lower cone part 21. The slider 34 can slide along the direction of the L-shaped slideway 31, and the support rod 33 can slide along the circumferential sliding cavity 32.

[0028] During installation, first align a number of sliders 34 with the vertical inlet ends of the corresponding L-shaped slideways 31 one by one, and slide them vertically along the L-shaped slideways 31 to the bottom. Then rotate the upper part 22 of the conical angle circumferentially, so that a number of sliders 34 slide synchronously along the horizontal circumferential sections of the corresponding L-shaped slideways 31. Through the limitation of the sliders 34 and the horizontal circumferential sections of the L-shaped slideways 31, it can prevent the upper part 22 of the conical angle from disengaging upward from the lower part 21 of the conical angle, improve the connection firmness of the two, and at the same time, the installation and disassembly are also relatively convenient.

[0029] In order to prevent the upper part 22 of the conical angle from rotating in practical applications, a limiting groove 35 is vertically opened downward at the end of the circumferential section of the L-shaped slideway 31, and the slider 34 can be stuck into the limiting groove 35. The length of the support rod 33 is the depth of the limiting groove 35 + the height of the circumferential sliding cavity 32. When the slider 34 and the L-shaped slideway 31 complete the vertical and horizontal circumferential sliding, continue to press down the upper part 22 of the conical angle at the end of the horizontal circumferential section, so that the slider 34 sinks into the limiting groove 35 to prevent the upper part 22 of the conical angle from rotating.

[0030] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An ecological wave-dissipating tetrahedron, the wave-dissipating tetrahedrons (1) are arranged on the wave-dissipating platform (5) in front of the dike, and it is characterized in that: The wave-dissipating tetrahedral cone (1) includes several supporting cone angles (11) at the bottom and a planting cone angle (2) vertically arranged at the center of the tops of the several supporting cone angles (11). The planting cone angle (2) is detachably connected to the lower part (21) and the upper part (22) of the cone angle. A planting groove (23) and a planting cavity (24) for planting plants (4) are arranged at the centers of the lower part (21) and the upper part (22) of the cone angle.

2. The ecological wave-dissipating tetrahedral cone according to claim 1, characterized in that: The lower part (21) and the upper part (22) of the cone angle are detachably connected by several connecting mechanisms (3), and the several connecting mechanisms (3) are circumferentially arranged on the lower part (21) and the upper part (22) of the cone angle.

3. The ecological wave-dissipating tetrahedral cone according to claim 2, characterized in that: The connecting mechanism (3) includes an L-shaped slideway (31), a circumferential sliding cavity (32), a support rod (33) and a slider (34). The support rod (33) and the slider (34) are integrally arranged in an L shape at the bottom of the upper part (22) of the cone angle. The circumferential sliding cavity (32) is circumferentially opened at the inner edge of the top of the lower part (21) of the cone angle. The L-shaped slideway (31) is arranged in an L shape along the side and the bottom of the circumferential sliding cavity (32). The slider (34) can slide along the direction of the L-shaped slideway (31), and the support rod (33) can slide along the circumferential sliding cavity (32).

4. The ecological wave-dissipating tetrahedral cone according to claim 3, characterized in that: A limiting groove (35) is vertically opened downward at the end of the circumferential section of the L-shaped slideway (31), and the slider (34) can be clamped into the limiting groove (35).

5. An ecological wave-dissipating tetrahedral cone according to claim 1, characterized in that: There are three supporting cone angles (11), and the three supporting cone angles (11) are arranged at equal angles around the center of the planting cone angle (2).

6. The ecological wave-dissipating tetrahedral cone according to claim 1, characterized in that: The height of the wave-dissipating platform (5) in front of the dike is between 0.5Hs below the design high tide level and 1.5Hs above the design high tide level.

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