A tidal landscape structure

Abstract

The present invention discloses a tidal view structure, which includes a tidal view dam, tidal waves, a foundation and intelligent night lights. The tidal view dam and the tidal waves are arranged on the top surface of the foundation, and the tidal waves are arranged on the front, top and downstream surfaces of the tidal view dam. The tidal view dam includes a pressure storage through-flow hole structure, a front spillway structure, a top spillway structure, a back structure and a dam body. The tidal waves include an upstream tide, a downstream tide, a pressure storage tide in the hole, a hole jet tide, a front turning-back tide and a top spillway tide. The intelligent night lights include jet intelligent night lights, front spillway intelligent night lights and top spillway intelligent night lights. The pressure storage through-flow hole structure includes a through-flow hole inlet, a through-flow hole channel and a through-flow outlet sculpture. The front spillway structure includes a front slope surface and a front reverse arc surface. The top spillway structure includes a top structure and a top reverse arc surface. The structure of the present invention is simple and clear, and the formed natural tidal view is unique and novel, effectively optimizing the project investment and the operation management and maintenance costs.

Description

Technical Field

[0001] The present invention relates to a structure for shaping tidal landscapes, which is combined with landscape lighting effects, and specifically relates to a tidal landscape structure. Background Art

[0002] Tidal bore is a phenomenon of sudden tide rise in the estuary section of an incoming river. After the tidal wave enters the estuary, the tidal wave deforms, and under certain conditions, a front line of the flood tide wave with a sudden rise in water level is formed, which is the tidal bore. When the intensity is small, it is a wave train composed of a series of waves traveling forward in parallel - undular tidal bore. When the intensity is large, it is a forward - rolling water mass - vortex - rolling tidal bore. In the strong tidal bore area during the spring tide of the lunar calendar, the tidal bore head breaks, surging and magnificent, leaving a particularly deep impression. However, during the neap tide period and in non - strong tidal bore areas, the tidal bore is not so spectacular, but just an unnoticed wave train moving upward. The current tidal landscape is a common groin - created tidal landscape without lighting auxiliary effects, lacking innovative and uniquely novel artificial - assisted tidal landscapes. Summary of the Invention

[0003] In order to solve the problems existing in the prior art, the present invention proposes a tidal landscape structure. Through the action of the tidal bore pressure, the tidal current passes through the groin, and then a novel columnar jet "tidal bore fountain" is formed. At the same time, in combination with modern intelligent lighting technology, a unique tidal landscape is formed. The structure of the present invention is simple, beautiful, and the formed natural tidal landscape is uniquely novel, which can effectively save investment, achieving the best combination of technology and economic benefits, providing a superior natural tidal scenic area for leisure and entertainment for nearby citizens, and optimizing the project investment and operation management and maintenance costs.

[0004] The technical solution adopted by the present invention is as follows:

[0005] A tidal view structure includes a tidal view dam, tidal waves, a foundation, and intelligent night lights. The tidal view dam and tidal waves are arranged on the top surface of the foundation. The tidal waves are arranged on the front, top, and downstream surfaces of the tidal view dam. The intelligent night lights are connected to the tidal view dam. The tidal view dam includes a pressure accumulation and flow-through hole structure, a front flow diversion structure, a top flow diversion structure, a back structure, and a dam body. The pressure accumulation and flow-through hole structure is arranged inside the dam body. The inlet and outlet of the pressure accumulation and flow-through hole structure are respectively connected to the lower part of the front flow diversion structure and the upper part of the back structure. The front flow diversion structure, the top flow diversion structure, and the back structure are respectively arranged on the upstream side, the top, and the downstream side of the dam body. The top flow diversion structure is respectively connected to the top of the front flow diversion structure and the top of the back structure. The tidal waves mainly include an upstream tidal wave, a downstream tidal wave, an in-hole pressure accumulation tidal wave, a hole jet tidal wave, a front return tidal wave, and a top flow diversion tidal wave. The inlet and outlet sides of the in-hole pressure accumulation tidal wave are respectively connected to the upstream tidal wave and the hole jet tidal wave. The hole jet tidal wave is respectively connected to the outlet of the in-hole pressure accumulation tidal wave and the top surface of the downstream tidal wave. The lower part of the front return tidal wave is connected to the upstream tidal wave. The top flow diversion tidal wave is connected to the top surface of the downstream tidal wave. The top flow diversion tidal wave is partially connected to the front return tidal wave. The foundation includes an upstream foundation, a dam body foundation reinforcement area, and a downstream foundation scour protection area. The dam body foundation reinforcement area is arranged between the upstream foundation and the downstream foundation scour protection area and is connected to the upstream foundation and the downstream foundation scour protection area. The intelligent night lights include jet intelligent night lights, front flow diversion intelligent night lights, and top flow diversion intelligent night lights. The jet intelligent night lights are respectively connected to the outlet of the pressure accumulation and flow-through hole structure and the back structure. The front flow diversion intelligent night lights are connected to the front flow diversion structure. The top flow diversion intelligent night lights are connected to the top flow diversion structure.

[0006] The upstream tidal wave is respectively connected to the upper part of the upstream foundation and the outer side surface of the front flow diversion structure. The upstream tidal wave is connected to the inlet of the pressure accumulation and flow-through hole structure. The downstream tidal wave is respectively connected to the upper part of the downstream foundation scour protection area and the outer side surface of the back structure. The downstream tidal wave is connected to the hole jet tidal wave and the top flow diversion tidal wave. The in-hole pressure accumulation tidal wave is arranged inside the pressure accumulation and flow-through hole structure. The inlet side of the in-hole pressure accumulation tidal wave is respectively connected to the lower part of the front flow diversion structure and the upstream tidal wave. The outlet side of the in-hole pressure accumulation tidal wave is respectively connected to the back structure and the hole jet tidal wave. The hole jet tidal wave is respectively connected to the outlet of the in-hole pressure accumulation tidal wave and the downstream tidal wave. The front return tidal wave is respectively connected to the upstream tidal wave and the front flow diversion structure. The top flow diversion tidal wave is respectively connected to the top flow diversion structure and the top surface of the downstream tidal wave.

[0007] Further, the accumulative pressure through-flow hole structure includes a through-flow hole inlet, a through-flow hole channel, and a through-flow outlet sculpture. The two ends of the through-flow hole channel are respectively connected to the through-flow hole inlet and the through-flow outlet sculpture. The through-flow hole inlet is respectively connected to the upstream tide, the lower part of the front jet flow structure, and the inlet side of the in-hole accumulative pressure tide. The in-hole accumulative pressure tide is arranged in the cavity of the through-flow hole channel. The through-flow outlet sculpture is respectively connected to the outlet of the in-hole accumulative pressure tide, the back structure, and the hole jet tide. The front jet flow structure includes a front slope and a front reverse arc surface. The lower part of the front slope is connected to the front reverse arc surface. The front slope is respectively connected to the upstream tide, the through-flow hole inlet, and the in-hole accumulative pressure tide. The front reverse arc surface is respectively connected to the upstream tide, the front turning-back tide, and the top jet flow tide. The top jet flow structure includes a top structure and a top reverse arc surface. The top reverse arc surface is arranged at the middle position of the top structure. The top jet flow tide is respectively connected to the top structure and the top reverse arc surface. The upstream and downstream sections of the top structure are respectively connected to the front reverse arc surface and the back structure. The top structure is locally connected to the front turning-back tide. The through-flow outlet sculpture is connected to the jet intelligent night light. The front reverse arc surface is connected to the front jet flow intelligent night light. The top jet flow intelligent night light is connected to the top reverse arc surface.

[0008] Further, the through-flow hole inlet is an arc-shaped flaring structure that gradually decreases from large to small.

[0009] Further, the through-flow outlet sculpture is anchored in the dam body through steel bar embedded parts.

[0010] Further, there are two or more of the accumulative pressure through-flow hole structure, upstream tide, downstream tide, in-hole accumulative pressure tide, hole jet tide, front turning-back tide, and top jet flow tide.

[0011] The beneficial effects of the present invention are as follows:

[0012] 1. Through the action of the tidal bore pressure, the present invention enables the tidal current to pass through the spur dike, thereby forming a novel columnar jet "tidal bore fountain". At the same time, in combination with the effect of modern intelligent lighting technology, a unique and magnificent tidal landscape phenomenon is formed.

[0013] 2. The present invention can also form a front impact turning-back tide and a top flow regulation tumbling tide, achieving the best combination of technology and economic benefits, providing a superior leisure and entertainment natural tidal scenic area for nearby citizens, and optimizing the project investment and operation management and maintenance costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 is a schematic structural diagram of the present invention.

[0015] In the figure: 1 - tidal view dam; 2 - tidal wave; 3 - foundation; 4 - intelligent night light; 11 - pressure storage through - flow hole structure; 12 - front jet - flow structure; 13 - top jet - flow structure; 14 - back structure; 15 - dam body; 111 - through - flow hole inlet; 112 - through - flow hole channel; 113 - through - flow outlet sculpture; 121 - front slope; 122 - front reverse arc surface; 131 - top structure; 132 - top reverse arc surface; 21 - upstream tide; 22 - downstream tide; 23 - pressure storage tide in hole; 24 - hole - jet tide; 25 - front turning - back tide; 26 - top jet - flow tide; 31 - upstream foundation; 32 - dam - body foundation reinforcement area; 33 - downstream foundation scour - prevention area; 41 - jet - flow intelligent night light; 42 - front jet - flow intelligent night light; 43 - top jet - flow intelligent night light. Detailed implementation mode

[0016] The present invention will be further described in detail below with reference to the accompanying drawings.

[0017] As Figure 1 shown, a tidal view structure of the present invention includes a tidal view dam 1, a tidal wave 2, a foundation 3 and an intelligent night light 4. The tidal view dam 1 and the tidal wave 2 are arranged on the top surface of the foundation 3. The tidal wave 2 is arranged on the front, top and downstream surfaces of the tidal view dam 1. The intelligent night light 4 is connected to the tidal view dam 1. The tidal view dam 1 includes a pressure storage through - flow hole structure 11, a front jet - flow structure 12, a top jet - flow structure 13, a back structure 14 and a dam body 15. The pressure storage through - flow hole structure 11 is arranged inside the dam body 15. The inlet and outlet of the pressure storage through - flow hole structure 11 are respectively connected to the lower part of the front jet - flow structure 12 and the upper part of the back structure 14. The front jet - flow structure 12, the top jet - flow structure 13 and the back structure 14 are respectively arranged on the upstream side, top and downstream side of the dam body 15. The top jet - flow structure 13 is respectively connected to the top of the front jet - flow structure 12 and the top of the back structure 14. The tidal wave 2 includes an upstream tide 21, a downstream tide 22, a pressure storage tide in hole 23, a hole - jet tide 24, a front turning - back tide 25 and a top jet - flow tide 26. The inlet and outlet sides of the pressure storage tide in hole 23 are respectively connected to the upstream tide 21 and the hole - jet tide 24. The hole - jet tide 24 is respectively connected to the outlet of the pressure storage tide in hole 23 and the top surface of the downstream tide 22. The lower part of the front turning - back tide 25 is connected to the upstream tide 21. The top jet - flow tide 26 is connected to the top surface of the downstream tide 22. The top jet - flow tide 26 is partially connected to the front turning - back tide 25. The foundation 3 includes an upstream foundation 31, a dam - body foundation reinforcement area 32 and a downstream foundation scour - prevention area 33. The dam - body foundation reinforcement area 32 is arranged between the upstream foundation 31 and the downstream foundation scour - prevention area 33 and is connected to the upstream foundation 31 and the downstream foundation scour - prevention area 33.

[0018] The tidal view dam 1 is a C30 concrete structure, the tidal wave 2 is a certain spring tide, and the intelligent night light 4 is an LED lamp combined with artificial intelligence and 5G technology.

[0019] The pressure-accumulating through-flow hole structure 11 is inside the C30 concrete structure of the steel pipe lining in the Chaojing Dam 1; the front flip-flow structure 12 is a concrete reverse arc surface; the top flip-flow structure 13 is a concrete flip arc surface with a flip angle of 10 degrees.

[0020] The upstream foundation 31 is natural foundation soil, the dam body foundation reinforcement area 32 is foundation soil after pile foundation reinforcement treatment, and the downstream foundation scour prevention area 33 is foundation soil after solidified soil reinforcement treatment.

[0021] The intelligent night lights 4 include jet intelligent night lights 41, front flip-flow intelligent night lights 42 and top flip-flow intelligent night lights 43. The jet intelligent night lights 41 are respectively connected to the outlet of the pressure-accumulating through-flow hole structure 11 and the back structure 14, the front flip-flow intelligent night lights 42 are connected to the front flip-flow structure 12, and the top flip-flow intelligent night lights 43 are connected to the top flip-flow structure 13.

[0022] The upstream tide 21 is respectively connected to the upper part of the upstream foundation 31 and the outer side surface of the front flip-flow structure 12. The upstream tide 21 is connected to the inlet of the pressure-accumulating through-flow hole structure 11. The downstream tide 22 is respectively connected to the upper part of the downstream foundation scour prevention area 33 and the outer side surface of the back structure 14. The downstream tide 22 is connected to the orifice jet tide 24 and the top flip-flow tide 26. The in-orifice pressure-accumulating tide 23 is arranged inside the pressure-accumulating through-flow hole structure 11. The inlet side of the in-orifice pressure-accumulating tide 23 is respectively connected to the lower part of the front flip-flow structure 12 and the upstream tide 21. The outlet side of the in-orifice pressure-accumulating tide 23 is respectively connected to the back structure 14 and the orifice jet tide 24. The orifice jet tide 24 is respectively connected to the outlet of the in-orifice pressure-accumulating tide 23 and the downstream tide 22. The front return tide 25 is respectively connected to the upstream tide 21 and the front flip-flow structure 12. The top flip-flow tide 26 is respectively connected to the top flip-flow structure 13 and the top surface of the downstream tide 22.

[0023] The accumulative pressure through-flow hole structure 11 includes a through-flow hole inlet 111, a through-flow hole channel 112 and a through-flow outlet sculpture 113. The two ends of the through-flow hole channel 112 are respectively connected to the through-flow hole inlet 111 and the through-flow outlet sculpture 113. The through-flow hole inlet 111 is respectively connected to the upstream tide 21, the lower part of the front flow-splitting structure 12, and the inlet side of the in-hole accumulative pressure tide 23. The in-hole accumulative pressure tide 23 is arranged in the cavity of the through-flow hole channel 112. The through-flow outlet sculpture 113 is respectively connected to the outlet of the in-hole accumulative pressure tide 23, the back structure 14 and the hole jet tide 24. The front flow-splitting structure 12 includes a front slope 121 and a front reverse arc surface 122. The lower part of the front slope 121 is connected to the front reverse arc surface 122. The front slope 121 is respectively connected to the upstream tide 21, the through-flow hole inlet 111 and the in-hole accumulative pressure tide 23. The front reverse arc surface 122 is respectively connected to the upstream tide 21, the front turning-back tide 25 and the top flow-splitting tide 26. The top flow-splitting structure 13 includes a top structure 131 and a top reverse arc surface 132. The top reverse arc surface 132 is arranged at the middle position of the top structure 131. The top flow-splitting tide 26 is respectively connected to the top structure 131 and the top reverse arc surface 132. The upstream and downstream sections of the top structure 131 are respectively connected to the front reverse arc surface 122 and the back structure 14. The top structure 131 is partially connected to the front turning-back tide 25. The through-flow outlet sculpture 113 is connected to the jet intelligent night light 41. The front reverse arc surface 122 is connected to the front flow-splitting intelligent night light 42. The top flow-splitting intelligent night light 43 is connected to the top reverse arc surface 132.

[0024] The through-flow hole inlet 111 is an arc-shaped bell mouth structure that becomes smaller from large. The through-flow outlet sculpture 113 is an animal statue such as a fish head, which is forged by cast iron and anchored in the dam body 15 through a steel bar embedded part.

[0025] There are two or more of the accumulative pressure through-flow hole structure 11, the upstream tide 21, the downstream tide 22, the in-hole accumulative pressure tide 23, the hole jet tide 24, the front turning-back tide 25 and the top flow-splitting tide 26.

[0026] The above embodiments describe the present invention in conjunction with the accompanying drawings, but it should not be construed as limiting the protection scope of the present invention. It should be noted that for those of ordinary skill in the art, without departing from the concept of the present invention, several deformations and improvements can still be made, and these all belong to the protection scope of the present invention.

Claims

1. A tidal view structure, characterized in that: It includes a tidal view dam (1), a tidal wave (2), a foundation (3) and intelligent night lights (4). The tidal view dam (1) and the tidal wave (2) are arranged on the top surface of the foundation (3). The tidal wave (2) is arranged on the front, top and downstream surfaces of the tidal view dam (1). The intelligent night lights (4) are connected to the tidal view dam (1). The tidal view dam (1) includes a pressure storage and through-flow hole structure (11), a front flip-flow structure (12), a top flip-flow structure (13), a back structure (14) and a dam body (15). The pressure storage and through-flow hole structure (11) is arranged inside the dam body (15). The inlet and outlet of the pressure storage and through-flow hole structure (11) are respectively connected to the lower part of the front flip-flow structure (12) and the upper part of the back structure (14). The front flip-flow structure (12), the top flip-flow structure (13) and the back structure (14) are respectively arranged on the upstream side, the top surface and the downstream side of the dam body (15). The top flip-flow structure (13) is respectively connected to the top end of the front flip-flow structure (12) and the top end of the back structure (14). The tidal wave (2) includes an upstream tide (21), a downstream tide (22), an in-hole pressure storage tide (23), a hole jet tide (24), a front backflow tide (25) and a top flip-flow tide (26). The inlet and outlet sides of the in-hole pressure storage tide (23) are respectively connected to the upstream tide (21) and the hole jet tide (24). The hole jet tide (24) is respectively connected to the outlet of the in-hole pressure storage tide (23) and the top surface of the downstream tide (22). The lower part of the front backflow tide (25) is connected to the upstream tide (21). The top flip-flow tide (26) is connected to the top surface of the downstream tide (22). The top flip-flow tide (26) is locally connected to the front backflow tide (25). The foundation (3) includes an upstream foundation (31), a dam body foundation reinforcement area (32) and a downstream foundation scour prevention area (33). The dam body foundation reinforcement area (32) is arranged between the upstream foundation (31) and the downstream foundation scour prevention area (33) and is connected to the upstream foundation (31) and the downstream foundation scour prevention area (33). The intelligent night lights (4) include jet intelligent night lights (41), front flip-flow intelligent night lights (42) and top flip-flow intelligent night lights (43). The jet intelligent night lights (41) are respectively connected to the outlet of the pressure storage and through-flow hole structure (11) and the back structure (14). The front flip-flow intelligent night lights (42) are connected to the front flip-flow structure (12). The top flip-flow intelligent night lights (43) are connected to the top flip-flow structure (13). The upstream tide (21) is respectively connected to the upper part of the upstream foundation (31) and the outer side of the front flow deflecting structure (12), and the upstream tide (21) is connected to the inlet of the pressure accumulation and through-flow hole structure (11). The downstream tide (22) is respectively connected to the upper part of the downstream foundation erosion prevention area (33) and the outer side of the back structure (14), and the downstream tide (22) is connected to the orifice jet tide (24) and the top flow deflecting tide (26). The pressure accumulation tide in the hole (23) is arranged inside the pressure accumulation and through-flow hole structure (11). The inlet side of the pressure accumulation tide in the hole (23) is respectively connected to the lower part of the front flow deflecting structure (12) and the upstream tide (21), and the outlet side of the pressure accumulation tide in the hole (23) is respectively connected to the back structure (14) and the orifice jet tide (24). The orifice jet tide (24) is respectively connected to the outlet of the pressure accumulation tide in the hole (23) and the downstream tide (22). The front turning-back tide (25) is respectively connected to the upstream tide (21) and the front flow deflecting structure (12). The top flow deflecting tide (26) is respectively connected to the top flow deflecting structure (13) and the top surface of the downstream tide (22). The pressure accumulation and through-flow hole structure (11) includes a through-flow hole inlet (111), a through-flow hole channel (112) and a through-flow outlet sculpture (113). The two ends of the through-flow hole channel (112) are respectively connected to the through-flow hole inlet (111) and the through-flow outlet sculpture (113). The through-flow hole inlet (111) is respectively connected to the upstream tide (21), the lower part of the front flow deflecting structure (12), and the inlet side of the pressure accumulation tide in the hole (23). The pressure accumulation tide in the hole (23) is arranged in the cavity of the through-flow hole channel (112). The through-flow outlet sculpture (113) is respectively connected to the outlet of the pressure accumulation tide in the hole (23), the back structure (14) and the orifice jet tide (24).

2. The tide view structure according to claim 1, wherein: The front flow deflecting structure (12) includes a front slope surface (121) and a front reverse arc surface (122). The front slope surface (121) is connected to the lower part of the front reverse arc surface (122). The front slope surface (121) is respectively connected to the upstream tide (21), the through-flow hole inlet (111) and the pressure accumulation tide in the hole (23). The front reverse arc surface (122) is respectively connected to the upstream tide (21), the front turning-back tide (25) and the top flow deflecting tide (26). The top flow deflecting structure (13) includes a top surface structure (131) and a top reverse arc surface (132). The top reverse arc surface (132) is arranged at the middle position of the top surface structure (131). The top flow deflecting tide (26) is respectively connected to the top surface structure (131) and the top reverse arc surface (132). The upstream and downstream sections of the top surface structure (131) are respectively connected to the front reverse arc surface (122) and the back structure (14). The top surface structure (131) is locally connected to the front turning-back tide (25). The through-flow outlet sculpture (113) is connected to the jet intelligent night light (41). The front reverse arc surface (122) is connected to the front flow deflecting intelligent night light (42). The top flow deflecting intelligent night light (43) is connected to the top reverse arc surface (132).

3. The tide view structure according to claim 2, characterized in that: The through-flow hole inlet (111) is an arc-shaped bell mouth structure that becomes smaller from large to small.

4. The tidal view structure according to claim 2, wherein: The flow-through outlet sculpture (113) is anchored in the dam body (15) through steel bar embedded parts.

5. The tide view structure according to claim 1, wherein: There are more than two of the pressure accumulation flow-through hole structures (11), upstream tides (21), downstream tides (22), in-hole pressure accumulation tides (23), hole jet tides (24), front turning-back tides (25), and top surface flow-throwing tides (26).

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