Ecological reconstruction structure for sea embankment slope protection

Abstract

The application provides a seawall protection slope ecological reconstruction structure and relates to the field of seawall protection slopes, which comprises a main protection slope frame, an upper wave blocking frame arranged in the middle of the main protection slope frame, outer fixed columns arranged through the two sides of the main protection slope frame, side water blocking frames arranged on the two sides of the main protection slope frame, a middle water blocking frame rotatably arranged in the middle of the main protection slope frame, a front wave blocking cover plate rotatably arranged at the front part of the upper wave blocking frame, a middle communication water outlet hole arranged through the middle part of the upper wave blocking frame, cover plate flow guide grooves arranged in the lower part of the front wave blocking cover plate, the front wave blocking cover plate covering the front part of the middle communication water outlet hole, the cover plate flow guide grooves being between the middle communication water outlet holes, the upper wave blocking frame being arranged on the top of the middle protection slope cross beam, the wave blocking frame blocking sea waves, the front wave blocking cover plate closing and covering the middle communication water outlet hole, weakening the impact of sea waves on the soil between the middle protection slope cross beams, enhancing the water and soil conservation capacity, and solving the problems that the soil of the planted plants is directly washed away by sea waves and the water and soil loss is serious.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of seawall revetment, and particularly relates to a seawall revetment ecological reconstruction structure. BACKGROUND

[0002] In coastal areas, seawalls are built along the coast to prevent the impact of waves and reduce the erosion of the coast by waves, thereby protecting the land and roads in the coastal area.

[0003] In order to improve the aesthetic level, modern seawall revetments are subjected to ecological reconstruction such as greening and planting on the seawall revetment to enhance the aesthetic level of the seawall revetment. However, in typhoon weather or rough sea weather, the seawall revetment is directly impacted by the waves, causing the greening and planting on the seawall revetment to be directly impacted by the waves, and the soil of the green plants to be directly washed away by the waves, resulting in serious soil erosion and a high mortality rate of the greening and planting. SUMMARY

[0004] Therefore, the present application provides a seawall revetment ecological reconstruction structure to solve the problem that the seawall revetment is subjected to ecological reconstruction such as greening and planting to increase the amount of vegetation and enhance the aesthetic level of the seawall revetment, but in typhoon weather or rough sea weather, the seawall revetment is directly impacted by the waves, causing the greening and planting on the seawall revetment to be directly impacted by the waves, and the soil of the green plants to be directly washed away by the waves, resulting in serious soil erosion, direct exposure of the roots of the green plants, a high mortality rate of the greening and planting, and poor wind and wave resistance.

[0005] The present application provides a seawall revetment ecological reconstruction structure, which specifically comprises: a main revetment frame, an upper wave resistance frame is arranged in the middle of the main revetment frame, an outer fixed column is arranged on both sides of the main revetment frame, a side water resistance frame is arranged on both sides of the main revetment frame, a middle water resistance frame is rotatably arranged in the middle of the main revetment frame, a middle revetment beam is arranged in the middle of the main revetment frame in an array, the main revetment frame and the middle revetment beam form a frame structure in the shape of a Chinese character'mu', a side communication hole is arranged in the main revetment frame, the space between the middle revetment beams can be filled with soil and plants can be planted, the greening of the coastal revetment is improved through the planting of plants, the bare concrete is avoided to be more desolate, the main revetment frame is also strengthened through the growth of the roots of the plants, the green plants are planted between the middle revetment beams, the animals move and migrate through the side communication holes of the adjacent main revetment frames, a lower splicing groove is arranged at the lower part of the main revetment frame at the head end of the middle revetment beam, and a lower splicing block is arranged at the lower part of the main revetment frame at the tail end of the middle revetment beam.

[0006] Further, the lower splicing grooves are arranged in an array, the side communication holes and the middle revetment beams are arranged in the space of the lower splicing grooves, the lower splicing groove and the lower splicing block arranged on another main revetment frame are slidably spliced, the outer fixed column penetrates the lower splicing groove and the lower splicing block, the outer fixed column fixes the positions of the adjacent main revetment frames, and the connection strength of the adjacent main revetment frames is enhanced.

[0007] Further, the upper wave blocking frame is a rectangular block structure, a front wave blocking cover plate is rotationally arranged at the front of the upper wave blocking frame, and circular middle communication water outlet holes are arranged in the middle of the upper wave blocking frame in a spaced array. The lower part of the front wave blocking cover plate is provided with cover plate flow guide grooves. When the sea waves come, the upper wave blocking frame blocks the sea waves, and the upper wave blocking frame weakens the sea waves.

[0008] Further, the front wave blocking cover plate covers the front of the middle communication water outlet hole, the cover plate flow guide grooves are between the middle communication water outlet holes, the upper wave blocking frame is fixedly arranged at the top of the middle slope protection beam, when the sea waves come, the sea waves push the front wave blocking cover plate and the upper wave blocking frame to keep close, the front wave blocking cover plate closes and covers the middle communication water outlet hole, so that the sea waves cannot directly enter between the middle slope protection beams along the middle communication water outlet hole, and the impact of large-scale sea waves in a typhoon on the soil between the middle slope protection beams is weakened.

[0009] Further, the outer fixed column is a circular tube structure, the inner fixed conical column is slidably arranged in the inner fixed column, the bottom of the inner fixed conical column is a conical structure, the middle connecting slide column is slidably arranged in the inner fixed conical column, the second outer fixed strip is annularly arranged at the lower part of the middle connecting slide column, the second outer fixed strip is rotationally connected with the first outer fixed strip, the second outer fixed strip and the first outer fixed strip are X-shaped cross rotationally connected, the second outer fixed strip and the first outer fixed strip are both rectangular structures, the upper extension column is attached to the top of the middle connecting slide column, the upper extension column is not installed when the outer fixed column is installed, the top of the outer fixed column is flush with the top of the inner fixed conical column, so that the first outer fixed strip and the second outer fixed strip are prevented from being unfolded in advance.

[0010] Further, the first outer fixed strip is rotationally connected with the inner fixed conical column, the first outer fixed strip is annularly arranged in the through slot at the lower part of the inner fixed conical column, the second outer fixed strip and the first outer fixed strip are both slidably arranged on the inner side of the outer fixed column, the middle connecting slide column moves downward and drives the second outer fixed strip to move downward, the first outer fixed strip and the second outer fixed strip are X-shaped outwardly unfolded, the first outer fixed strip and the second outer fixed strip are outwardly unfolded and deeply inserted into the surrounding coastal land, and the first outer fixed strip and the second outer fixed strip increase the contact area with the coastal land.

[0011] Further, the side water blocking frame is a rectangular plate structure, the middle connecting rod is slidably connected to the upper part of the side water blocking frame, the inner connecting spring is fixedly arranged at the upper part of the middle connecting rod, the top end of the inner connecting spring is fixedly connected with the side water blocking frame, the side water blocking frame is located on the inner side of the side communication hole, the middle connecting rod is rotationally connected with the side of the front wave blocking cover plate, the front wave blocking cover plate drives the side water blocking frame to move to the inner side of the side communication hole through the middle connecting rod, and the side water blocking frame covers and reduces the flow range of the side communication hole.

[0012] Furthermore, the middle water-blocking baffle has an L-shaped structure, with an upper extended water-blocking baffle slidably mounted on the upper part of the middle water-blocking baffle. A tightening screw is screwed onto the upper part of the middle water-blocking baffle, with the head end of the tightening screw in tight contact with the upper extended water-blocking baffle. By moving the upper extended water-blocking baffle upward, the tightening screw tightens and fixes the upper extended water-blocking baffle, increasing the height of the middle water-blocking baffle and increasing the height of the obstruction and shielding of the central connecting water outlet.

[0013] Furthermore, the middle water-blocking baffle is located at the rear of the upper wave-blocking frame. Both the middle water-blocking baffle and the upper extended water-blocking baffle are located at the rear of the middle connecting water outlet. The middle connecting rod is located on the outside of the middle water-blocking baffle. The middle water-blocking baffle blocks the lower rear part of the middle connecting water outlet. The middle water-blocking baffle blocks the outflowing water to form a water pool and slows down the flow rate of the water.

[0014] The beneficial effects are:

[0015] 1. The present invention enhances the connection strength of adjacent main slope protection frames and improves their resistance to wind and waves by splicing them together with lower splicing grooves and lower splicing blocks.

[0016] 2. In this invention, green plants are planted between the slope protection beams to enhance the ecological environment. When waves come, the wave-blocking frame blocks the waves. The front wave-blocking cover is closed to cover the water outlet in the middle, which weakens the impact of waves on the soil between the middle slope protection beams and enhances the soil and water conservation capacity.

[0017] 3. In this invention, the water-blocking baffle blocks the lower part of the rear of the central water outlet. The central water-blocking baffle blocks the outflowing water to form a water pool, slowing down the flow rate of the water, promoting the deposition of sediment carried by the water, and reducing the situation of water and soil erosion caused by the water flow. This ensures the smooth flow of water and also avoids the situation of soil and water being directly lost along with the water flow.

[0018] 4. When seawater flows out, the front wave-blocking cover rotates to the side away from the central connecting water outlet. The front wave-blocking cover moves the side water-blocking baffle to the side connecting hole through the central connecting rod, reducing the flow of water through the side connecting hole and reducing the loss of water and soil through the side connecting hole.

[0019] 5. The external fixing column of the present invention is deeply embedded in the ground to fix the main slope protection frame. The first external fixing strip and the second external fixing strip rotate outward and penetrate into the surrounding coastal land. The first external fixing strip and the second external fixing strip increase the contact area between the external fixing strip and the coastal land, improve the fixation, and enhance the typhoon resistance. Attached Figure Description

[0020] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings of the embodiments will be briefly described below.

[0021] The accompanying drawings that are described below only relate to some embodiments of the present application, and are not a limitation on the present application.

[0022] In the drawings:

[0023] Figure 1 is a schematic diagram of the overall structure of the seawall revetment ecological reconstruction structure of an embodiment of the present application.

[0024] Figure 2 is a schematic diagram of the main revetment frame structure of the seawall revetment ecological reconstruction structure of an embodiment of the present application.

[0025] Figure 3 is a schematic diagram of the outer fixed column cross-section structure of the seawall revetment ecological reconstruction structure of an embodiment of the present application.

[0026] Figure 4 is a schematic diagram of the Figure 3 of an embodiment of the present application.

[0027] Figure 5 is a schematic diagram of the side water-blocking baffle cross-section structure of the seawall revetment ecological reconstruction structure of an embodiment of the present application.

[0028] Figure 6 is a schematic diagram of the Figure 5 of an embodiment of the present application.

[0029] Figure 7 is a schematic diagram of the middle water-blocking baffle structure of the seawall revetment ecological reconstruction structure of an embodiment of the present application.

[0030] Figure 8 is a schematic diagram of the Figure 7 of an embodiment of the present application.

[0031] Figure 9 is a schematic diagram of the split structure of the seawall revetment ecological reconstruction structure of an embodiment of the present application.

[0032] List of reference signs

[0033] 1, main revetment frame; 101, middle revetment beam; 102, side communication hole; 103, lower splicing groove; 104, lower splicing block; 2, upper wave-blocking frame; 201, front wave-blocking cover plate; 202, middle communication water outlet hole; 203, cover plate flow guide groove; 3, outer fixed column; 301, inner fixed conical column; 302, middle connection sliding column; 303, first outer fixed strip; 304, second outer fixed strip; 305, upper extension column; 4, side water-blocking baffle; 401, middle connecting rod; 402, inner connecting spring; 5, middle water-blocking baffle; 501, upper extension water-blocking baffle; 502, jacking screw. DETAILED DESCRIPTION

[0034] In order to make the purpose, scheme and advantages of the technical solutions of the present application more clear, the technical solutions of the embodiments of the present application will be described clearly and completely below in combination with the drawings of the specific embodiments of the present application.

[0035] Embodiment: Please refer to Figures 1 to 9 as shown:

[0036] The present application provides a kind of sea embankment slope ecological reconstruction structure, including main slope frame 1, main slope frame 1 middle part is arranged with middle slope beam 101 at interval, main slope frame 1 and middle slope beam 101 constitute the frame structure of goal character, main slope frame 1 is through and is provided with side communication hole 102, the interval between middle slope beam 101 can be filled with soil and plants are planted, the greening of coastal slope is promoted by the planting of plants, avoid the bleak of bare concrete, the growth of plant root system can also strengthen the firmness of main slope frame 1, middle slope beam 101 is planted and greened between, the ecological property of coastal slope is promoted, also provide habitat for various animals, organism is connected and moves migration by the side communication hole 102 of adjacent main slope frame 1, the lower part of the main slope frame 1 of the head end of middle slope beam 101 is provided with lower splicing groove 103, the lower part of the main slope frame 1 of the tail end of middle slope beam 101 is provided with lower splicing block 104, lower splicing groove 103 is arranged at interval, side communication hole 102 and middle slope beam 101 are in the interval of lower splicing groove 103, lower splicing groove 103 and the lower splicing block 104 of another main slope frame 1 setting are slidably spliced, outer fixed column 3 is through and is penetrated in lower splicing groove 103 and lower splicing block 104, outer fixed column 3 fixes the position of adjacent two main slope frames 1, strengthens the connection strength of adjacent main slope frame 1, strengthens the degree of wind and wave resistance, the middle part of main slope frame 1 is provided with upper wave resistance frame 2, upper wave resistance frame 2 is rectangular block structure, upper wave resistance frame 2 is rotationally provided with front wave resistance cover plate 201 in front part, upper wave resistance frame 2 is through and is arranged at interval with the circular middle communication water outlet 202 in middle part, there is cover plate guide groove 203 at interval in the lower part of front wave resistance cover plate 201, when sea wave comes, upper wave resistance frame 2 carries out the barrier of sea wave, upper wave resistance frame 2 weakens the intensity of sea wave, avoid sea wave direct and beat in the interval vegetation of middle slope beam 101;

[0037] The outer fixed column 3 is a circular tube structure, the inner fixed conical column 301 is slidably arranged in the inner fixed column 3, the bottom of the inner fixed conical column 301 is a conical structure, the middle connecting slide column 302 is slidably arranged in the inner fixed conical column 301, the second outer fixed strip 304 is arranged in an annular array at the lower part of the middle connecting slide column 302, the second outer fixed strip 304 is rotatably connected with the first outer fixed strip 303, the second outer fixed strip 304 and the first outer fixed strip 303 are X-shaped cross rotatable connections, the second outer fixed strip 304 and the first outer fixed strip 303 are rectangular structures, the upper extension column 305 is attached to the top end of the middle connecting slide column 302, the upper extension column 305 is not installed when the outer fixed column 3 is installed, the top of the outer fixed column 3 is flush with the top of the inner fixed conical column 301, so as to avoid the early unfolding of the first outer fixed strip 303 and the second outer fixed strip 304.

[0038] The side water blocking baffle 4 is a rectangular plate structure, the middle connecting rod 401 is slidably connected to the upper part of the side water blocking baffle 4, the inner connecting spring 402 is fixedly connected to the upper part of the middle connecting rod 401, the top end of the inner connecting spring 402 is fixedly connected with the side water blocking baffle 4, the side water blocking baffle 4 is located on the inner side of the side communication hole 102, the middle connecting rod 401 is rotatably connected with the side of the front wave blocking cover plate 201, the front wave blocking cover plate 201 drives the side water blocking baffle 4 to move to the inner side of the side communication hole 102 through the middle connecting rod 401, the side water blocking baffle 4 reduces the flow range of the side communication hole 102, reduces the flow of water through the side communication hole 102, reduces the loss of water and soil through the side communication hole 102, so that the water flow mainly flows from the middle communication water outlet hole 202, the middle water blocking baffle 5 is rotatably arranged in the middle part of the main slope protection frame 1, the middle water blocking baffle 5 is an L-shaped structure, the upper extension water blocking baffle 501 is slidably arranged on the upper part of the middle water blocking baffle 5, the top tight screw 502 is screwed on the upper part of the middle water blocking baffle 5, the top end of the top tight screw 502 is in tight contact with the upper extension water blocking baffle 501, the top tight screw 502 fixes the upper extension water blocking baffle 501 through the upward movement of the upper extension water blocking baffle 501, the upper extension water blocking baffle 501 increases the height of the middle water blocking baffle 5, and the upper extension water blocking baffle 501 increases the height of the blocking and shielding of the middle communication water outlet hole 202.

[0039] Wherein, the front wave blocking cover plate 201 covers the front of the middle communication water outlet hole 202, the cover plate flow guide groove 203 is between the middle communication water outlet hole 202, the upper wave blocking frame 2 is fixedly arranged on the top of the middle slope protection beam 101, when the sea wave comes, the sea wave pushes the front wave blocking cover plate 201 and the upper wave blocking frame 2 to keep close, the front wave blocking cover plate 201 closes and covers the middle communication water outlet hole 202, so that the sea wave cannot directly enter the middle slope protection beam 101 through the middle communication water outlet hole 202, the impact of the large sea wave during the typhoon on the soil between the middle slope protection beam 101 is weakened, the water and soil conservation capacity is enhanced, the water and soil of the plants are not directly washed away by the sea wave, and the death of the vegetation caused by the water and soil loss is reduced.

[0040] Wherein, the first outer fixed strip 303 is rotatably connected to the tail end of the inner fixed conical column 301, the first outer fixed strip 303 is arranged in the through slot at the lower part of the inner fixed conical column 301 in a ring array, the second outer fixed strip 304 is slidably arranged on the inner side of the outer fixed column 3, the middle connecting slide column 302 moves downward and drives the second outer fixed strip 304 to move downward, the first outer fixed strip 303 and the second outer fixed strip 304 are rotated and unfolded outward in an X shape, the first outer fixed strip 303 and the second outer fixed strip 304 are rotated and unfolded outward and deeply into the surrounding coastal land, the first outer fixed strip 303 and the second outer fixed strip 304 enhance the contact area between the first outer fixed strip 303 and the second outer fixed strip 304 and the coastal land, improve the firmness, and enhance the anti-typhoon capability.

[0041] Wherein, the middle water blocking frame 5 is located at the rear of the upper wave blocking frame 2, the middle water blocking frame 5 and the upper extended water blocking plate 501 are located at the rear of the middle communication water outlet hole 202, the middle connecting rod 401 is located at the outer side of the middle water blocking frame 5, the middle water blocking frame 5 blocks the position at the rear and lower side of the middle communication water outlet hole 202, the middle water blocking frame 5 blocks and shapes the water flow flowing outward into a water pool, slows down the flow rate of the water flow, promotes the sedimentation of the silt carried by the water flow, reduces the water and soil loss caused by the water flow, avoids the direct washing away of the water and soil of the plants by the sea wave, reduces the death of the vegetation caused by the water and soil loss, ensures the smooth flow of the water flow, and avoids the direct loss of the water and soil along the water flow.

[0042] In another embodiment, the second outer fixed strip 304 and the first outer fixed strip 303 are V-shaped connection structures rotatably connected at the tail ends, the middle connecting slide column 302 moves downward and drives the second outer fixed strip 304 and the first outer fixed strip 303 to rotate outward from the original linear shape into a V shape, the V-shaped tip formed by the second outer fixed strip 304 and the first outer fixed strip 303 is more conducive to piercing the hard soil blocks in the land, reduces the resistance in the ground, enhances the unfolding effect in the hard soil, and the upper extended column 305 is directly fastened in the inner part of the inner fixed conical column 301 after the second outer fixed strip 304 and the first outer fixed strip 303 are unfolded.

[0043] The specific use and role of the embodiment are as follows: the main slope protection frame 1 and the middle slope protection beam 101 are both formed by pouring concrete on a reinforced skeleton, in the ecological reconstruction of the seawall slope, the main slope protection frame 1 is arranged on the slope of the coastal slope, adjacent main slope protection frames 1 are spliced through the lower splicing groove 103 and the lower splicing block 104, the outer fixed column 3 penetrates the lower splicing groove 103 and the lower splicing block 104, the outer fixed column 3 simultaneously fixes the adjacent two main slope protection frames 1, the connection strength of the adjacent main slope protection frames 1 is enhanced, the degree of wind and wave resistance is enhanced, the outer fixed column 3 and the coastal slope are fixed by penetrating the ground, the interval between the middle slope protection beams 101 can be filled with soil and plants are planted, the greening of the coastal slope is improved through the planting of plants, the bare concrete is avoided to be relatively desolate, the firmness of the main slope protection frame 1 is also enhanced through the growth of the plant root system, the greening plants are planted between the middle slope protection beams 101, the ecological property of the coastal slope is improved, and the plants provide habitats for various animals, the biologicals move through the side communication holes 102 of the adjacent main slope protection frames 1, when the sea wave comes, the upper wave blocking frame 2 blocks the sea wave, the sea wave first contacts the upper wave blocking frame 2, the impact degree of the sea wave is borne by the upper wave blocking frame 2, the upper wave blocking frame 2 weakens the impact degree of the sea wave, the situation that the vegetation is directly beaten to death or washed away by the sea wave is avoided, when the sea wave comes, the sea wave pushes the front wave blocking cover plate 201 and the upper wave blocking frame 2 to keep close, the front wave blocking cover plate 201 closes and covers the middle communication water outlet hole 202, the sea wave is avoided to directly enter the land between the middle slope protection beams 101 along the middle communication water outlet hole 202, the impact degree of the large sea wave of the typhoon on the soil between the middle slope protection beams 101 is weakened by the upper wave blocking frame 2, the water and soil of the seawall are avoided to be directly washed away by the sea wave, the situation that the vegetation is directly washed away by the water and soil is avoided, the ecological of the seawall is better protected;

[0044] When seawater flows out during ebb tide, the front wave blocking cover plate 201 rotates outward with the seawater, the front wave blocking cover plate 201 rotates away from the middle communication water outlet hole 202, the front wave blocking cover plate 201 no longer closes and covers the middle communication water outlet hole 202, the middle communication water outlet hole 202 is in communication with the outside, and the accumulated water between the middle slope protection beams 101 flows outwards through the middle communication water outlet hole 202, the accumulated water between the middle slope protection beams 101 flows outwards through the cover plate flow guide groove 203, when the front wave blocking cover plate 201 rotates away from the middle communication water outlet hole 202, the front wave blocking cover plate 201 pulls the side water blocking bracket 4 through the middle connecting rod 401 to move to the inside of the side communication hole 102, the side water blocking bracket 4 reduces the flow range of the side communication hole 102 by covering it, reduces the flow of water through the side communication hole 102, reduces the loss of water and soil through the side communication hole 102, and the side water blocking bracket 4 can move upwards to jump over obstacles such as root systems through the inner connecting spring 402, avoiding the situation that the side water blocking bracket 4 is stuck;

[0045] The middle water blocking bracket 5 blocks the lower rear position of the middle communication water outlet hole 202, shapes a water pool by blocking the outward flowing water, slows down the flow rate of the water, promotes the deposition of sediment carried by the water, reduces the situation of water and soil loss caused by the water, avoids the situation that the plant water and soil is directly washed away by the sea wave, reduces the situation that the vegetation dies due to water and soil loss, ensures the smooth flow of the water, and avoids the situation that the water and soil directly flows away along the water, the upper extension water blocking plate 501 is moved upwards, the upper extension water blocking plate 501 is tightly fixed by the top screw 502, the upper extension water blocking plate 501 increases the height of the middle water blocking bracket 5, the upper extension water blocking plate 501 increases the height of the blocking and shielding of the middle communication water outlet hole 202, the middle water blocking bracket 5 is arranged in an array, adapts to the blocking operation of the side communication hole 102 of the middle slope protection beam 101 in different positions, is adjusted according to different actual needs, the height of the upper extension water blocking plate 501 of the middle water blocking bracket 5 closer to the sea is also adjusted to be higher, adapts to the trend of increasing seawater flow, gradually increases the height of the upper extension water blocking plate 501, and increases the volume of the accumulated water flow;

[0046] The outer fixing column 3 is deeply fixed into the ground to fix the main slope protection frame 1, the outer fixing column 3 is deeply fixed into the ground by the equipment, the outer fixing column 3 is not installed with the upper extension column 305 at the time of installation, the top of the outer fixing column 3 is flush with the top of the inner fixing conical column 301, the first outer fixing strip 303 and the second outer fixing strip 304 are prevented from being unfolded in advance, the installation resistance is increased, when the outer fixing column 3 is deeply fixed into the ground, the upper extension column 305 is placed on the top of the middle connecting slide column 302, the upper extension column 305 drives the middle connecting slide column 302 to move downwards, the upper extension column 305 slides into the inner fixing conical column 301, the middle connecting slide column 302 moves downwards and drives the second outer fixing strip 304 to move downwards, the first outer fixing strip 303 and the second outer fixing strip 304 are unfolded and turned outwards in X shape, the first outer fixing strip 303 and the second outer fixing strip 304 are unfolded and turned outwards and deeply fixed into the surrounding coastal land, the first outer fixing strip 303 and the second outer fixing strip 304 increase the contact area between the first outer fixing strip 303 and the second outer fixing strip 304 and the coastal land, the firmness is improved, and the anti-typhoon capability is enhanced.

Claims

1. A seawall revetment ecological reconstruction structure, characterized by, Include: The main slope protection frame (1), the upper wave resistance frame (2) is arranged in the middle of the main slope protection frame (1), the outer fixed column (3) is arranged on both sides of the main slope protection frame (1), the side water resistance frame (4) is arranged on both sides of the main slope protection frame (1), the middle water resistance frame (5) is rotatably arranged in the middle of the main slope protection frame (1), the front wave resistance cover plate (201) is rotatably arranged in the front part of the upper wave resistance frame (2), the middle communication water outlet hole (202) is arranged in the middle part of the upper wave resistance frame (2) in the form of array, the cover plate flow guide groove (203) is arranged in the lower part of the front wave resistance cover plate (201) in the form of array, the cover plate flow guide groove (203) is arranged between the middle communication water outlet hole (202), the upper wave resistance frame (2) is fixedly arranged on the top of the middle slope protection beam (101), the middle slope protection beam (101) is arranged in the middle of the main slope protection frame (1) in the form of array, the side communication hole (102) is arranged in the main slope protection frame (1), the lower splicing groove (103) is arranged in the lower part of the main slope protection frame (1) at the head of the middle slope protection beam (101), the lower splicing block (104) is arranged in the lower part of the main slope protection frame (1) at the tail of the middle slope protection beam (101), the inner fixed taper column (301) is slidably arranged in the outer fixed column (3), the middle connecting slide column (302) is slidably arranged in the inner fixed taper column (301), the second outer fixed strip (304) is annularly arranged in the lower part of the middle connecting slide column (302), the second outer fixed strip (304) is rotatably connected with the first outer fixed strip (303), the second outer fixed strip (304) and the first outer fixed strip (303) are rotatably connected in the form of X-shaped intersection, the first outer fixed strip (303) is rotatably connected with the inner fixed taper column (301) at the tail, the upper extension column (305) is attached to the top of the middle connecting slide column (302), the middle connecting rod (401) is slidably connected with the upper part of the side water resistance frame (4), the inner connecting spring (402) is fixedly arranged on the upper part of the middle connecting rod (401), the inner connecting spring (402) is fixedly connected with the side water resistance frame (4) at the top, the side water resistance frame (4) is arranged on the inner side of the side communication hole (102), and the middle connecting rod (401) is rotatably connected with the side of the front wave resistance cover plate (201).

2. The ecological reconstruction structure of sea embankment slope protection according to claim 1, characterized in that: The lower splicing groove (103) is arranged in the form of array, the side communication hole (102) and the middle slope protection beam (101) are arranged in the interval of the lower splicing groove (103), and the lower splicing groove (103) is slidably spliced with the lower splicing block (104) arranged on the other main slope protection frame (1).

3. The ecological revetment structure according to claim 1, wherein: The first outer fixed strip (303) is annularly arranged in the lower part of the inner fixed taper column (301), and the second outer fixed strip (304) is slidably connected with the inner side of the outer fixed column (3).

4. The ecological revetment structure according to claim 1, wherein: The upper extension water resistance baffle (501) is slidably arranged on the upper part of the middle water resistance frame (5), the top tight screw (502) is screwed on the upper part of the middle water resistance frame (5), and the top tight screw (502) is in tight contact with the top of the upper extension water resistance baffle (501).

5. The seawall revetment ecological reconstruction structure according to claim 4, characterized in that: The middle water-resisting baffle (5) is located at the rear of the upper wave-resisting baffle (2), the middle water-resisting baffle (5) and the upper extended water-resisting baffle (501) are located at the rear of the middle communication water outlet (202), and the middle connecting rod (401) is located at the outer side of the middle water-resisting baffle (5).

Images