CN214939816U - Novel ecological seawall capable of effectively dissipating energy - Google Patents
Novel ecological seawall capable of effectively dissipating energy Download PDFInfo
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- CN214939816U CN214939816U CN202120474364.9U CN202120474364U CN214939816U CN 214939816 U CN214939816 U CN 214939816U CN 202120474364 U CN202120474364 U CN 202120474364U CN 214939816 U CN214939816 U CN 214939816U
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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 discloses a novel ecological embankment that can effectively dissipate energy, including barricade and dyke the body, be provided with the drainage french drain between barricade and the dyke the body, be equipped with toughened glass wave wall between barricade top and the dyke the body top, and the barricade top is located toughened glass wave wall one end and is provided with the cushion, it has first hinge to articulate between toughened glass wave wall one end and the barricade, toughened glass wave wall bottom both sides all are provided with two bracing pieces, two it has the second hinge, one of them to articulate between the bracing piece one end is articulated with toughened glass wave wall, another bracing piece one end articulates with dyke the body has the third hinge. The utility model discloses a setting is turned round the joint energy dissipater of constituteing such as king, energy dissipation platform, energy dissipation step, energy dissipation rubber pad, toughened glass wave wall, drainage french drain, overflow way, carries out continuous energy dissipation and guides the wave step by step to the wave and flows back to the sea, and the energy dissipation is effectual.
Description
Technical Field
The utility model belongs to the technical field of hydraulic engineering, in particular to novel ecological seawall that can effectively dissipate energy.
Background
The seawall is an important infrastructure for resisting typhoon and storm surge disasters in coastal areas. In recent years, the sea level of coastal areas of China is on the whole in an ascending trend, the industries and population are highly gathered, and meanwhile, the damage effect of disasters such as storm surge, typhoon and the like is aggravated by sea reclamation activities. In the future, the demand for the construction of seawalls in coastal areas may continue to increase.
Meanwhile, charming and gentle nature scene in coastal areas also attracts numerous tourists to come sightseeing, but the risk when the wave assaults has increased the potential safety hazard when visitor visits, and the material of traditional wave wall generally is concrete structure, increases the sightseeing effect that highly can influence the visitor of wave facility singly.
Therefore, it is necessary to provide an ecological seawall which has uniform economic and ecological benefits, can effectively dissipate energy and does not influence the sightseeing effect.
SUMMERY OF THE UTILITY MODEL
To the above problem, the utility model provides a novel ecological seawall that can effective energy dissipation to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a novel ecological seawall capable of effectively dissipating energy comprises a retaining wall and an embankment body, wherein a drainage blind ditch is arranged between the retaining wall and the embankment body, a toughened glass wave wall is arranged between the top of the retaining wall and the top of the embankment body, a cushion block is arranged at one end, located at one end of the toughened glass wave wall, of the top of the retaining wall, a first hinge is hinged between one end of the toughened glass wave wall and the retaining wall, two supporting rods are arranged on two sides of the bottom of the toughened glass wave wall, a second hinge is hinged between the two supporting rods, one end of one supporting rod is hinged with the toughened glass wave wall, and one end of the other supporting rod is hinged with the embankment body through a third hinge;
the energy dissipation structure is characterized in that a queen turning block, an energy dissipation platform and an energy dissipation step are arranged on one side, from bottom to top, of the surface of the dyke, an overflow channel is arranged between one side, located inside the drainage blind ditch, of the dyke and the other side of the dyke, a check valve is arranged at one end, located inside the drainage blind ditch, of the overflow channel, the surface of the energy dissipation step and one section of the energy dissipation platform are provided with the same energy dissipation rubber pad, one end of the energy dissipation rubber pad is fixedly connected with the inside of the energy dissipation platform, and the other end of the energy dissipation rubber pad covers the top of the dyke and extends to one side, located inside the drainage blind ditch, of the dyke.
Further, an embedded groove is formed in the surface of the energy dissipation platform, a first fixing groove is formed in one side of the embedded groove, one end of the energy dissipation rubber pad covers the embedded groove and extends to the inside of the first fixing groove, an energy dissipation roller is rotatably connected between the two ends of the embedded groove, a plurality of energy dissipation fan blades are arranged on the surface of the energy dissipation roller, and one end of each energy dissipation fan blade is arranged in a groove shape.
Furthermore, a second fixing groove is formed in one side, located inside the drainage blind ditch, of the dyke body, the energy dissipation rubber gasket covers the top of the dyke body and extends into the second fixing groove, and the energy dissipation rubber gasket, the first fixing groove, the embedded groove, the energy dissipation platform and the energy dissipation step are fixedly bonded through glass cement or foam cement.
Further, a buffer groove is formed in the surface of one section, located inside the second fixing groove, of the energy dissipation rubber gasket, a limiting ball is movably inserted into the side wall between the two ends of the buffer groove, a first spring is connected between the limiting ball and the energy dissipation rubber gasket, a limiting block is arranged inside the second fixing groove and located at the position of the buffer groove, one side of the limiting block is arranged in a slope shape, the bottom of the limiting block is slidably sleeved with the fixing block, a second spring is connected with the inside of the fixing block, a slot matched with the fixing block is formed in the bottom of the second fixing groove inside the dyke body, a through sliding groove is formed in one side of the slot, a lead screw is rotatably connected inside the sliding groove, a sliding block is sleeved on the surface of the lead screw in a meshed mode, a worm wheel is fixedly sleeved on one section of the bottom of the lead screw, the sliding block is fixedly connected with the fixing block, and a worm is meshed with the worm gear, one end of the worm rotatably penetrates through the sliding groove and extends to the outside of the embankment body.
Furthermore, the bottom of one end of the toughened glass wave wall, which is close to the embankment body, is hinged with a scraper, a placement groove matched with the scraper is formed in the bottom of the toughened glass wave wall, a buffer plate is movably inserted into the top wall of the placement groove, a T-shaped arc rod is fixedly connected to the top of the buffer plate, one end of the T-shaped arc rod is movably inserted into the toughened glass wave wall, a third spring is connected to the T-shaped arc rod, and a lifting hook is arranged at the top of the toughened glass wave wall.
Furthermore, the surface of the bottom of the scraper is in a slope shape, one end, located at the bottom of the scraper, of the energy dissipation rubber pad at the top of the embankment body is matched with the bottom of the scraper, and the end, far away from the hinge, of the scraper is in an arc shape.
Furthermore, the height of the cushion block is greater than that of the first hinge, one side of the toughened glass wave wall is provided with three sections of arc surfaces, the arc radii are the same, the arc angles are respectively 60 degrees, 100 degrees and 60 degrees, the overflow channel is arranged between one end and the other end of the overflow channel, which are positioned inside the drainage blind ditch, in a downward inclined mode, and the inclination angle is 10 degrees.
Furthermore, the positions of the dykes on the twisting queen blocks are arranged in a slope shape, the number of the twisting queen blocks is multiple, the twisting queen blocks are uniformly paved on the slope positions of the dykes, and aquatic plants are arranged on the surfaces of the twisting queen blocks.
Furthermore, the bracing piece is cast iron material, and the surface scribbles anti-rust paint.
The utility model discloses a technological effect and advantage:
1. the utility model discloses a setting is turned round the joint energy dissipater of constituteing such as king, energy dissipation platform, energy dissipation step, energy dissipation rubber pad, toughened glass wave wall, drainage french drain, overflow way, carries out continuous energy dissipation and guides the wave step by step to the wave and flows back to the sea, and the energy dissipation is effectual.
2. The utility model discloses a set up bracing piece, first hinge, second hinge, third hinge, can open and close toughened glass wave wall according to the scene of tidal water, can satisfy the visitor's demand of visiting the coast, appreciating the scene when abundant energy dissipation is unrestrained.
3. The utility model discloses a lay the energy dissipation rubber pad and set up energy dissipation roller and energy dissipation flabellum on energy dissipation platform and energy dissipation step surface, when the wave reachs the energy dissipation platform, make the energy dissipation roller rotate, consume partly with massive energy to more the efficient carries out the energy dissipation, and through the energy dissipation rubber pad, on the one hand cushions the energy dissipation to massive, and on the other hand protects the energy dissipation step, prevents that the wave direct action from damaging the energy dissipation step on the surface of energy dissipation step.
4. The utility model discloses a setting up the scraper blade bottom being equipped with the energy dissipation rubber pad and preventing unrestrained wall at toughened glass, making the scraper blade strike off this toughened glass prevents unrestrained wall and energy dissipation rubber pad contact position's silt stone, prevents that the toughened glass prevents unrestrained wall from damaging because of the silt stone at the in-process of putting down to cushion through the energy dissipation rubber pad, increase the life of toughened glass prevents unrestrained wall.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described 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 creative efforts.
Fig. 1 shows a schematic structural diagram of a seawall in a dry season of the embodiment of the present invention;
fig. 2 shows a schematic structural diagram of a seawall in a rich water period according to an embodiment of the present invention;
FIG. 3 shows an enlarged view of portion A of FIG. 1 in accordance with an embodiment of the present invention;
fig. 4 shows an enlarged view of part B of fig. 1 according to an embodiment of the present invention;
figure 5 shows a schematic view of a partial structure of an energy-dissipating rubber pad according to an embodiment of the present invention;
in the figure: 1. retaining walls; 2. a dike body; 3. a drainage blind ditch; 4. a toughened glass wave wall; 5. cushion blocks; 6. a first hinge; 7. a support bar; 8. a second hinge; 9. a third hinge; 10. twisting queen cells; 11. an energy dissipation platform; 12. energy dissipation steps; 13. an overflow channel; 14. a check valve; 15. energy dissipation rubber pads; 16. pre-burying a groove; 17. a first fixing groove; 18. an energy dissipation roller; 19. energy dissipation fan blades; 20. a second fixing groove; 21. a buffer tank; 22. a limiting ball; 23. a first spring; 24. a limiting block; 25. a fixed block; 26. a second spring; 27. a slot; 28. a chute; 29. a screw rod; 30. a slider; 31. a worm gear; 32. a worm; 33. a squeegee; 34. a placing groove; 35. a buffer plate; 36. a T-shaped arc rod; 37. a third spring; 38. a hook; 39. an aquatic plant.
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 are clearly and completely described below with reference to the 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.
The utility model provides a novel ecological sea wall capable of effectively dissipating energy, as shown in figures 1-5, comprising a retaining wall 1 and a dyke body 2, a drainage blind ditch 3 is arranged between the retaining wall 1 and the dyke body 2, a toughened glass wave wall 4 is arranged between the top of the retaining wall 1 and the top of the dyke body 2, a cushion block 5 is arranged at one end of the top of the retaining wall 1, which is positioned at the toughened glass wave wall 4, a first hinge 6 is articulated between one end of the toughened glass wave wall 4 and the retaining wall 1, two support rods 7 are arranged at both sides of the bottom of the toughened glass wave wall 4, a second hinge 8 is articulated between the two support rods 7, one end of the support rod 7 is articulated with the toughened glass wave wall 4, the other end of the support rod 7 is articulated with the dyke body 2, and a third hinge 9 is articulated with the support rod 7, the first hinge 6, the second hinge 8 and the third hinge 9, the toughened glass wave wall 4 can be opened and closed according to the fact of tidal water, so that the requirements of tourists on visiting the coast and appreciating the scenery can be met while energy and waves are fully dissipated;
the surface of the dyke body 2 is provided with a wrest queen block 10, an energy dissipation platform 11 and an energy dissipation step 12 from the lower side to the upper side, an overflow channel 13 is arranged between one side of the dyke body 2 positioned in the drainage blind ditch 3 and the other side of the dyke body 2, one end of the overflow channel 13 positioned in the drainage blind ditch 3 is provided with a check valve 14, the surface of the energy dissipation step 12 and one section of the energy dissipation platform 11 are provided with the same energy dissipation rubber gasket 15, one end of the energy dissipation rubber pad 15 is fixedly connected with the inside of the energy dissipation platform 11, the other end covers the top of the dyke body 2 and extends to one side of the dyke body 2 positioned in the drainage blind ditch 3, through the combined energy dissipater which is composed of the queen turning block 10, the energy dissipation platform 11, the energy dissipation step 12, the energy dissipation rubber pad 15, the toughened glass wave wall 4, the drainage blind ditch 3, the overflow channel 13 and the like, the sea waves are continuously dissipated and are guided to flow back to the sea step by step, and the energy dissipation effect is good.
As a specific embodiment of the utility model, the embedded groove 16 has been seted up on energy dissipation platform 11 surface, first fixed slot 17 has been seted up to embedded groove 16 one side, inside energy dissipation rubber pad 15 one end covered embedded groove 16 and extended to first fixed slot 17, it is connected with energy dissipation roller 18 to rotate between the embedded groove 16 both ends, energy dissipation roller 18 surface is provided with a plurality of energy dissipation flabellum 19, energy dissipation flabellum 19 one end is the recess form setting, when the energy dissipation platform 11 was reachd to the wave, strikes energy dissipation step 12, at first erodees the energy dissipation flabellum 19 on energy dissipation roller 18 surface at the in-process of assaulting, makes energy dissipation roller 18 rotate, consumes partly with magnanimity energy to more the efficient carries out the energy dissipation.
As a specific embodiment of the present invention, the second fixing groove 20 is opened on the side of the dyke body 2 inside the drainage blind ditch 3, the energy dissipation rubber pad 15 covers the top of the dyke body 2 and extends to the inside of the second fixing groove 20, and the energy dissipation rubber pad 15 is fixed to the first fixing groove 17, the pre-buried groove 16, the energy dissipation platform 11 and the energy dissipation step 12 by bonding with glass cement or foam cement.
As a specific embodiment of the present invention, a buffer groove 21 is formed on a section of the surface of the energy dissipation rubber pad 15 inside the second fixing groove 20, a limit ball 22 is movably inserted into a side wall between two ends of the buffer groove 21, a first spring 23 is connected between the limit ball 22 and the energy dissipation rubber pad 15, a limit block 24 is disposed inside the second fixing groove 20 at the position of the buffer groove 21, one side of the limit block 24 is disposed in a slope shape, a fixed block 25 is slidably sleeved on the bottom of the limit block 24, a second spring 26 is connected inside the fixed block 25, a slot 27 matching with the fixed block 25 is formed in the bottom of the second fixing groove 20 inside the dyke body 2, a through chute 28 is formed in one side of the slot 27, a lead screw 29 is rotatably connected inside the chute 28, and a slide block 30 is engaged and sleeved on the surface of the lead screw 29, and a section of the bottom of the screw 29 is fixedly sleeved with a worm wheel 31, the sliding block 30 is fixedly connected with the fixed block 25, the worm wheel 31 is meshed with a worm 32, one end of the worm 32 rotatably penetrates through the sliding groove 28 and extends to the outside of the embankment body 2, when the energy dissipation rubber pad 15 is subjected to a large force, a certain buffer space is formed, the energy dissipation rubber pad 15 is prevented from being torn and damaged, and when the energy dissipation rubber pad 15 needs to be detached, the worm 32 is rotated, the worm wheel 31 drives the screw 29 to rotate, the sliding block 30 drives the fixed block 25 to move downwards, so that the limiting block 24 is separated from the inside of the buffer groove 21, and the energy dissipation rubber pad 15 is extracted.
As a specific embodiment of the present invention, the bottom of the toughened glass wave wall 4 near the embankment body 2 is hinged with a scraper 33, the scraper 33 scrapes the silt stones at the contact position of the toughened glass wave wall 4 and the energy dissipation rubber pad 15 by disposing the energy dissipation rubber pad 15 and disposing the scraper 33 at the bottom of the toughened glass wave wall 4, so as to prevent the toughened glass wave wall 4 from being damaged by the silt stones during the laying down process, and the toughened glass wave wall 4 is buffered by the energy dissipation rubber pad 15, so as to prolong the service life of the toughened glass wave wall 4, and the bottom of the toughened glass wave wall 4 is provided with a placement groove 34 matching with the scraper 33, the inner top wall of the placement groove 34 is movably inserted with a buffer plate 35, which is beneficial to buffer the scraper 33 by disposing the buffer plate 35, so as to prevent the scraper 33 from shaking during the movement of the toughened glass wave wall 4 and damage the toughened glass wave wall 4, buffer board 35 top fixedly connected with T word arc 36, 36 one end activities of T word arc are pegged graft to inside toughened glass wave wall 4, and are connected with third spring 37, toughened glass wave wall 4 top is provided with lifting hook 38, and practical outside lifting equipment hangs toughened glass wave wall 4, and this lifting equipment is mobile crane.
As a specific embodiment of the present invention, the bottom surface of the scraper 33 is set in a slope shape, and the energy dissipation rubber pad 15 at the top of the dyke body 2 is located at the bottom of the scraper 33 and is set in a matching manner at the bottom of the scraper 33, and the scraper 33 is far away from the hinged end and is set in an arc shape.
As a specific embodiment of the utility model, the height that highly is greater than first hinge 6 of cushion 5, one side that toughened glass prevents unrestrained wall 4 is the setting of three-section arc surface, and the circular arc radius is the same, the arc angle is 60 °, 100 °, 60 settings respectively, and the arc surface of toughened glass prevents unrestrained wall 4 self makes during the rivers shrink shoots the air, takes place to realize final energy dissipation after the abundant contact with the air, overflow channel 13 is located and sets up for the downward sloping between 3 inside one ends of drainage french drain and the other end, and the angle of inclination is 10 settings.
As a specific embodiment of the utility model, the position that dyke body 2 is located and turns round king block 10 is slope shape setting, and turns round the quantity of king block 10 and be a plurality of settings, evenly lays the slope position at dyke body 2, turn round king block 10 surface and be provided with aquatic plant 39, increase the energy dissipation effect.
As a specific embodiment of the utility model, bracing piece 7 is cast iron material, and the surface scribbles anti rust paint, increases bracing piece 7's life.
The utility model discloses the theory of operation:
referring to the attached drawings 1-5 of the specification, when the coastal area is in a dry period, the toughened glass wave wall 4 is closed, a mass of energy is beaten on the surface of the embankment body 2, the energy dissipation platform 11, the energy dissipation step 12 and the energy dissipation rubber pad 15 on the surface of the embankment body 2 are subjected to combined energy dissipation to effectively dissipate energy, at the moment, the height of a wave-proof facility is lower, tourists can visit and sightseeing the inner side of the retaining wall 1 without safety risk, when sea waves reach the energy dissipation platform 11, the energy dissipation step 12 is impacted, firstly, the energy dissipation fan blades 19 on the surface of the energy dissipation roller 18 are washed, the energy dissipation roller 18 is rotated to consume a part of the mass of energy, so that the energy can be dissipated more efficiently, and the mass is buffered and dissipated by the energy dissipation rubber pad 15 on the one hand, and the energy dissipation step 12 is protected on the other hand, so that the sea waves are prevented from directly acting on the surface of the energy dissipation step 12, the energy dissipation step 12 is damaged;
when the coastal area is in a rich water period, a worker can open the toughened glass wave wall 4 through a lifting hook 38 on the toughened glass wave wall 4 by utilizing a lifting machine in advance, the height of the wave-proof facility is higher at the moment, when waves come, an energy dissipater consisting of the wrest blocks 10, the energy dissipation platform 11, the energy dissipation steps 12, the energy dissipation rubber pads 15 and the toughened glass wave wall 4 carries out gradual energy dissipation on the waves, seawater firstly passes through the wrest blocks 10, the energy dissipation platform 11, the energy dissipation steps 12 and the energy dissipation rubber pads 15 to consume partial energy and then continuously invades upwards along the embankment body 2, when passing through the toughened glass wave wall 4, the self arc surface of the toughened glass wave wall 4 enables water flow to contract and shoot into the air, the final energy dissipation is realized after full contact with the air, finally, the seawater falls into the drainage blind ditch 3 and flows back to the sea through the overflow channel 13, and the circulation of the seawater is realized, the toughened glass wave wall 4 has good transparency, so tourists can appreciate the coastal landscape in the rich water period and the energy dissipation and setting process;
when the energy dissipation rubber pad 15 is installed, one end of the energy dissipation rubber pad 15 is inserted into the first fixing groove 17, then the energy dissipation rubber pad is laid at one end of the top of the embedded groove 16, the energy dissipation platform 11, the energy dissipation step 12 and the embankment body 2, the glass cement or the foam cement is used for bonding firmly, then the other end of the energy dissipation rubber pad 15 is inserted into the second fixing groove 20, the limiting block 24 is extruded into the fixing block 25 in the inserting process, when the energy dissipation rubber pad 15 moves to the position of the buffer groove 21, the limiting block 24 is pushed by a spring to enable the limiting ball 22 to shrink, the limiting block 24 moves to one end of the buffer groove 21, so that the energy dissipation rubber pad 15 is fixed, the buffer groove 21 is arranged, the energy dissipation rubber pad 15 can be buffered at the folding position of the end part of the embankment body 2, and when the energy dissipation rubber pad 15 is stressed by a large force, a certain buffer space is provided to prevent the energy dissipation rubber pad 15 from being torn and damaged, when the energy dissipation rubber pad 15 needs to be detached, the worm 32 is rotated, the worm wheel 31 drives the screw rod 29 to rotate, the sliding block 30 drives the fixed block 25 to move downwards, the limiting block 24 is separated from the interior of the buffer groove 21, and the energy dissipation rubber pad 15 is pulled out;
when the toughened glass wave wall 4 is put down, the scraper 33 is made to contact with the energy dissipation rubber pad 15 at the top of the dyke body 2 in one step, the energy dissipation rubber pad 15 at the position is arranged in a slope, and the position where the scraper 33 is hinged with the toughened glass wave wall 4 rotates, so that the scraper 33 scrapes off the silt stones at the position, the toughened glass wave wall 4 is prevented from being damaged by the silt stones in the putting down process, the buffer is carried out through the energy dissipation rubber pad 15, and the service life of the toughened glass wave wall 4 is prolonged.
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 technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (9)
1. The utility model provides a novel ecological seawall that can effective energy dissipation, includes barricade (1) and dyke body (2), its characterized in that: a drainage blind ditch (3) is arranged between the retaining wall (1) and the embankment body (2), a toughened glass wave wall (4) is arranged between the top of the retaining wall (1) and the top of the embankment body (2), a cushion block (5) is arranged at one end, located at the toughened glass wave wall (4), of the top of the retaining wall (1), a first hinge (6) is hinged between one end of the toughened glass wave wall (4) and the retaining wall (1), two supporting rods (7) are arranged on two sides of the bottom of the toughened glass wave wall (4), a second hinge (8) is hinged between the two supporting rods (7), one end of one supporting rod (7) is hinged with the toughened glass wave wall (4), and one end of the other supporting rod (7) is hinged with the embankment body (2) through a third hinge (9);
the energy dissipation structure is characterized in that a queen turning block (10), an energy dissipation platform (11) and an energy dissipation step (12) are arranged on one side, from bottom to top, of the surface of the dyke body (2), an overflow channel (13) is arranged between one side, located inside the drainage blind ditch (3), of the dyke body (2) and the other side of the dyke body (2), a check valve (14) is arranged at one end, located inside the drainage blind ditch (3), of the overflow channel (13), an energy dissipation rubber pad (15) is arranged on one section, located inside the energy dissipation platform (11), of the surface of the energy dissipation step (12) and one section, located on the energy dissipation platform (11), of the energy dissipation rubber pad (15), one end of the energy dissipation rubber pad is fixedly connected with the inside of the energy dissipation platform (11), and the other end of the energy dissipation rubber pad covers the top of the dyke body (2) and extends to one side, located inside the drainage blind ditch (3), of the dyke body (2).
2. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 1, wherein: the energy dissipation platform is characterized in that an embedded groove (16) is formed in the surface of the energy dissipation platform (11), a first fixing groove (17) is formed in one side of the embedded groove (16), one end of an energy dissipation rubber pad (15) covers the embedded groove (16) and extends to the inside of the first fixing groove (17), an energy dissipation roller (18) is rotatably connected between the two ends of the embedded groove (16), a plurality of energy dissipation fan blades (19) are arranged on the surface of the energy dissipation roller (18), and one end of each energy dissipation fan blade (19) is arranged in a groove shape.
3. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 2, wherein: and a second fixing groove (20) is formed in one side, located inside the drainage blind ditch (3), of the dyke body (2), the energy dissipation rubber gasket (15) covers the top of the dyke body (2) and extends into the second fixing groove (20), and the energy dissipation rubber gasket (15), the first fixing groove (17), the embedded groove (16), the energy dissipation platform (11) and the energy dissipation step (12) are bonded and fixed through glass cement or foam cement.
4. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 3, wherein: a buffer groove (21) is formed in one section of the surface, located inside the second fixing groove (20), of the energy dissipation rubber gasket (15), a limiting ball (22) is movably inserted into a side wall between two ends of the buffer groove (21), a first spring (23) is connected between the limiting ball (22) and the energy dissipation rubber gasket (15), a limiting block (24) is arranged inside the second fixing groove (20) and located in the buffer groove (21), one side of the limiting block (24) is arranged in a slope shape, a fixing block (25) is slidably sleeved at the bottom of the limiting block (24), a second spring (26) is connected with the inside of the fixing block (25), a slot (27) matched with the fixing block (25) is formed in the bottom, located inside the second fixing groove (20), of the embankment body (2), a through sliding groove (28) is formed in one side of the slot (27), and a screw rod (29) is rotatably connected inside the sliding groove (28), the surface of the screw rod (29) is engaged and sleeved with a sliding block (30), a worm wheel (31) is fixedly sleeved at one section of the bottom of the screw rod (29), the sliding block (30) is fixedly connected with the fixed block (25), the worm wheel (31) is engaged with a worm (32), and one end of the worm (32) rotates to penetrate through the sliding groove (28) and extend to the outside of the embankment body (2).
5. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 1, wherein: the toughened glass wave wall (4) are close to the one end bottom of dyke body (2) and articulate there is scraper blade (33), and toughened glass wave wall (4) bottom set up with scraper blade (33) assorted resettlement groove (34), roof activity is pegged graft in resettlement groove (34) has buffer board (35), buffer board (35) top fixedly connected with T word arc pole (36), T word arc pole (36) one end activity is pegged graft and is had to inside toughened glass wave wall (4), and is connected with third spring (37), toughened glass wave wall (4) top is provided with lifting hook (38).
6. The novel ecological seawall capable of effectively dissipating energy as claimed in claim 5, wherein: the bottom surface of the scraper (33) is arranged in a slope shape, one end, located at the bottom of the scraper (33), of the energy dissipation rubber pad (15) at the top of the embankment body (2) is matched with the bottom of the scraper (33), and the end, far away from the hinge, of the scraper (33) is arranged in an arc shape.
7. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 1, wherein: the height of cushion (5) is greater than the height of first hinge (6), one side of toughened glass wave wall (4) is three-section arc surface setting, and the circular arc radius is the same, the arc angle is 60 degrees, 100 degrees, 60 degrees settings respectively, be the downward sloping setting between the one end that overflow way (13) are located drainage french drain (3) inside and the other end, the angle of inclination is 10 degrees settings.
8. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 1, wherein: the positions, located on the queen turning blocks (10), of the dykes (2) are arranged in a slope shape, the number of the queen turning blocks (10) is multiple, the queen turning blocks are uniformly paved on the slope positions of the dykes (2), and aquatic plants (39) are arranged on the surfaces of the queen turning blocks (10).
9. A new type of ecological seawall capable of effectively dissipating energy as claimed in claim 1, wherein: the support rod (7) is made of cast iron, and the surface of the support rod is coated with antirust paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120474364.9U CN214939816U (en) | 2021-03-05 | 2021-03-05 | Novel ecological seawall capable of effectively dissipating energy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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