Dike structure suitable for silt foundation of port channel

Abstract

The utility model relates to the technical field of navigation channel engineering, in particular to a causeway structure suitable for a port navigation channel silt foundation, which comprises a causeway main body, four connecting seats are fixedly connected to the lower end of the causeway main body, the four connecting seats are distributed in a bilateral symmetry manner in pairs, four second connecting holes are formed in the upper ends of the four connecting seats in a penetrating manner, and the lower ends of the four second connecting holes are connected with the causeway main body. The four second connecting holes in the same group are annularly distributed at equal angles, the lower ends of the four connecting seats are jointly and fixedly provided with a reinforced supporting assembly, the left end and the right end of the causeway body are each provided with two first connecting holes, and the four first connecting holes are jointly and fixedly provided with a water storage assembly. According to the causeway structure suitable for the silt foundation of the port and the waterway, the purposes that the service life of the causeway main body is prolonged and the risk that the causeway main body is damaged due to terrains or impacts is reduced are achieved by arranging the reinforced supporting assembly; and by arranging the water storage assembly, the purposes of improving the water resource recycling efficiency and reducing resource waste are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of waterway engineering, in particular to a dike structure suitable for a port waterway silt foundation. Background Art

[0002] Port and waterway engineering refers to the various technical work and completed engineering entities such as survey, planning, design, construction, installation and maintenance for the construction or reconstruction of ports, waterways and related supporting facilities, while silt foundation refers to a highly compressible soft foundation composed of silt and silty soil. Silt and silty soil are a kind of structural soil deposited in still water or very slow flowing water environment and accompanied by the action of microorganisms.

[0003] The embankment structures currently designed on the market for port and waterway engineering silt foundations are not very stable, and the connection method is relatively complicated, and the embankment is prone to collapse after a long time. Therefore, we propose a embankment structure suitable for port and waterway silt foundations. Utility Model Content

[0004] The main purpose of the utility model is to provide a dike structure suitable for port and waterway silt foundation, which can effectively solve the problems in the background technology.

[0005] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0006] A dike structure suitable for port and waterway silt foundations comprises a dike main body, the lower end of which is fixedly connected to four connecting seats, and the four connecting seats are symmetrically distributed in pairs, the upper ends of the four connecting seats are penetrated by four second connecting holes, the four second connecting holes in the same group are distributed in a circular shape with equal angles, the lower ends of the four connecting seats are jointly fixedly installed with a reinforcing support component, the left and right ends of the dike main body are each provided with two first connecting holes, and the four first connecting holes are jointly fixedly installed with a water storage component.

[0007] Preferably, the reinforced support assembly includes a sunken base, the upper end of the sunken base is fixedly connected to four fixing seats, the upper ends of the four fixing seats are penetrated with four third connecting holes, the rear end of the sunken base is fixedly connected to two mounting platforms, the upper ends of the two mounting platforms are penetrated with mounting holes, the upper ends of the two mounting platforms are jointly fixedly installed with a support frame, the front end of the support frame is fixedly connected to a plurality of support rods, and the front ends of the plurality of support rods are jointly fixedly installed with a support plate.

[0008] Preferably, the positions and diameters of the four fixing seats correspond to those of the four connecting seats, the positions and inner diameters of the four third connecting holes in the same group correspond to those of the four second connecting holes in the same group, and the length of the abutment plate is equal to the length of the embankment body.

[0009] Preferably, the water storage assembly includes a water tank, both left and right ends of the water tank are fixedly connected with connecting plates, the opposite ends of the two connecting plates are penetrated with two fourth connecting holes, the left and right parts of the upper end of the water tank are penetrated with slide grooves, the rear parts of the left and right ends of the water tank are fixedly connected with fixed platforms, the upper ends of the two fixed platforms are fixedly connected with electric telescopic rods, the output ends of the two electric telescopic rods are jointly rotatably connected with guide plates, the lower parts of the left and right ends of the guide plates are rotatably connected with sliders, and the front and rear inner walls of the water tank are jointly fixedly installed with filter plates.

[0010] Preferably, the internal area size of the water tank is equal to the area size of the filter plate, the width size of the chute is equal to the width size of the slider, and the area size of the guide plate is larger than the area size of the water tank.

[0011] Preferably, the positions and sizes of the two fourth connection holes on the same side correspond to those of the two first connection holes on the same side, and the length dimension of the water storage tank is equal to the length dimension of the embankment body.

[0012] Compared with the prior art, the utility model has the following beneficial effects:

[0013] 1. The utility model sets a strengthening support assembly, makes the positions of the four fixing seats correspond to the positions of the four connecting seats, and makes the positions of the second connecting holes correspond to the positions of the third connecting holes one by one, so that the whole is installed at the lower end of the embankment body. At this time, the sunken base plays a role of raising the height to a certain extent, which can prevent the embankment body from sinking too much in the muddy area, and the strengthening support assembly is reinforced as a whole by using the installation holes. At the same time, the abutment plate abuts against the rear end of the embankment body to provide a certain reaction force for the embankment body to resist impact. The support frame is designed as a trapezoidal structure with a stronger bearing capacity, so as to achieve the purpose of extending the service life of the embankment body and reducing the risk of damage to the embankment body due to terrain or impact.

[0014] 2. The utility model sets a water storage component, makes the positions of the four fourth connection holes correspond to the positions of the four first connection holes one by one, and fixes the water storage component in front of the main body of the embankment. When water flow or the like impacts the main body of the embankment, in order to realize the collection and utilization of resources, the electric telescopic rod is started, and the output ends of the two electric telescopic rods simultaneously drive the guide plates rotatably connected thereto to open at an oblique angle to facilitate the introduction of water flow. The guide plates are limited by sliding sliders rotatably connected to the lower parts of the left and right ends to ensure the stability of their movement, and a filter plate is set inside the water storage tank to filter impurities in the water flow, so as to achieve the purpose of improving the efficiency of water resource recycling and reducing resource waste. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a schematic diagram of the overall structure of a dike structure suitable for a port channel silt foundation according to the utility model;

[0016] Figure 2 This is a schematic diagram of the structure of a fixing component of a dike structure suitable for a port channel silt foundation according to the utility model;

[0017] Figure 3 This is a schematic diagram of the structure of a reinforced support assembly of a dike structure suitable for a port channel silt foundation according to the utility model;

[0018] Figure 4 The utility model is a schematic structural diagram of a water storage component of a dike structure suitable for a port channel silt foundation.

[0019] In the figure: 1. dike body; 2. connecting seat; 3. reinforced support assembly; 4. water storage assembly; 11. first connecting hole; 21. second connecting hole; 31. sunken base; 32. fixed seat; 33. third connecting hole; 34. mounting platform; 35. mounting hole; 36. support frame; 37. support rod; 38. abutment plate; 41. water storage tank; 42. slide; 43. connecting plate; 44. fourth connecting hole; 45. fixed platform; 46. electric telescopic rod; 47. guide plate; 48. slider; 49. filter plate. DETAILED DESCRIPTION

[0020] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.

[0021] In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "two ends", "one end", "the other end" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as a limitation on the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0022] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0023] like Figure 1-4 As shown, a dike structure suitable for port channel silt foundation includes a dike body 1, the lower end of the dike body 1 is fixedly connected with four connecting seats 2, and the four connecting seats 2 are symmetrically distributed in pairs, and the upper ends of the four connecting seats 2 are penetrated with four second connecting holes 21, and the four second connecting holes 21 in the same group are distributed at equal angles in a ring shape, and the lower ends of the four connecting seats 2 are commonly fixedly installed with a reinforcing support component 3, and the left and right ends of the dike body 1 are each provided with two first connecting holes 11, and the four first connecting holes 11 are commonly fixedly installed with a water storage component 4.

[0024] like Figure 3As shown, in the present embodiment, the strengthening support assembly 3 comprises a sunken base 31, the upper end of the sunken base 31 is fixedly connected with four fixing seats 32, the upper ends of the four fixing seats 32 are penetrated with four third connecting holes 33, the rear end of the sunken base 31 is fixedly connected with two mounting platforms 34, the upper ends of the two mounting platforms 34 are penetrated with mounting holes 35, the upper ends of the two mounting platforms 34 are jointly fixedly installed with a support frame 36, the front end of the support frame 36 is fixedly connected with a plurality of supporting rods 37, the front ends of the plurality of supporting rods 37 are jointly fixedly installed with a stop plate 38, the four fixing seats 32 are adapted to the positions and diameters of the four connecting seats 2, the four third connecting holes 33 in the same group are adapted to the positions and inner diameters of the four second connecting holes 21 in the same group, the stop plate 38 The length dimension is equal to the length dimension of the embankment body 1; in order to improve the overall stability of the installation of the embankment body 1 and reduce the risk of damage to the embankment body 1 due to terrain or impact, the positions of the four fixing seats 32 are made to correspond to the positions of the four connecting seats 2, and the positions of the second connecting holes 21 and the third connecting holes 33 are made to correspond one by one, so that the whole is installed at the lower end of the embankment body 1. At this time, the sunken base 31 plays a certain role in raising the height, which can prevent the embankment body 1 from sinking too much in the silt section, and the mounting hole 35 is used to reinforce the reinforced support assembly 3 as a whole. At the same time, the abutment plate 38 is against the rear end of the embankment body 1, providing a certain reaction force for the embankment body 1 to resist impact. The support frame 36 is designed as a trapezoidal structure with stronger bearing capacity, thereby improving the service life of the embankment body 1.

[0025] like Figure 4As shown, in this embodiment, the water storage component 4 includes a water storage tank 41, and the left and right ends of the water storage tank 41 are fixedly connected with connecting plates 43, and the opposite ends of the two connecting plates 43 are penetrated with two fourth connecting holes 44, and the left and right parts of the upper end of the water storage tank 41 are penetrated with slide grooves 42, and the left and right rear ends of the water storage tank 41 are fixedly connected with fixed platforms 45, and the upper ends of the two fixed platforms 45 are fixedly connected with electric telescopic rods 46, and the output ends of the two electric telescopic rods 46 are rotatably connected with guide plates 47, and the lower parts of the left and right ends of the guide plates 47 are rotatably connected with sliders 48, and the front and rear inner walls of the water storage tank 41 are fixedly installed with filter plates 49, and the internal area size of the water storage tank 41 is equal to the area size of the filter plate 49, and the width size of the slide groove 42 is equal to the width size of the slider 4. 8, the area of ​​the guide plate 47 is larger than the area of ​​the water tank 41, the positions and sizes of the two fourth connecting holes 44 on the same side correspond to those of the two first connecting holes 11 on the same side, and the length of the water tank 41 is equal to the length of the embankment body 1; a large amount of water flow will be generated during the impact process. In order to realize the collection and utilization of resources, the electric telescopic rod 46 is started, and the output ends of the two electric telescopic rods 46 simultaneously drive the guide plates 47 rotatably connected thereto to open at an oblique angle to facilitate the introduction of water flow. The guide plates 47 are limited by sliding in the slide groove 42 through the sliders 48 rotatably connected at the lower parts of the left and right ends to ensure the stability of their movement, and a filter plate 49 is arranged inside the water tank 41 to filter impurities in the water flow and reduce resource waste.

[0026] It should be noted that the utility model is a dike structure suitable for the silt foundation of the port channel. In this process, the dike structure is first installed in the silt section so that it can undertake the task of maintaining the place. In order to improve the overall stability of the installation of the dike body 1 and reduce the risk of damage to the dike body 1 due to terrain or impact, the positions of the four fixing seats 32 are made to correspond to the positions of the four connecting seats 2, and the positions of the second connecting holes 21 and the third connecting holes 33 are made to correspond one by one, so that the whole is installed at the lower end of the dike body 1. At this time, the sunken base 31 plays a role in raising the height to a certain extent, which can prevent the dike body 1 from sinking excessively in the silt section, and the mounting holes 35 are used to reinforce the strengthening support assembly 3 as a whole. At the same time, the abutment plate 38 abuts against the rear end of the embankment body 1, providing a certain reaction force for the embankment body 1 to resist the impact. The support frame 36 is designed as a trapezoidal structure with a stronger bearing capacity, which improves the service life of the embankment body 1. A large amount of water flow will be generated during the impact. In order to realize the collection and utilization of resources, the electric telescopic rod 46 is started. The output ends of the two electric telescopic rods 46 simultaneously drive the guide plates 47 rotatably connected thereto to open at an oblique angle to facilitate the introduction of water flow. The guide plates 47 are limited by sliding sliders 48 rotatably connected to the lower parts of the left and right ends to ensure the stability of their movement. A filter plate 49 is arranged inside the water tank 41 to filter impurities in the water flow and reduce resource waste.

[0027] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.

Claims

1. A dike structure suitable for port and waterway silt foundation, comprising a dike body (1), characterized in that: The lower end of the levee body (1) is fixedly connected to four connection seats (2), and the four connection seats (2) are symmetrically distributed in pairs. The upper ends of the four connection seats (2) are all penetrated by four second connection holes (21), and the four second connection holes (21) in the same group are distributed in a circular shape at equal angles. The lower ends of the four connection seats (2) are commonly fixedly installed with a strengthening support component (3). The left and right ends of the levee body (1) are each provided with two first connection holes (11), and the four first connection holes (11) are commonly fixedly installed with a water storage component (4); The reinforced support assembly (3) comprises a sunken base (31), the upper end of the sunken base (31) is fixedly connected to four fixing seats (32), the upper ends of the four fixing seats (32) are all penetrated with four third connection holes (33), the rear end of the sunken base (31) is fixedly connected to two mounting platforms (34), the upper ends of the two mounting platforms (34) are penetrated with mounting holes (35), the upper ends of the two mounting platforms (34) are jointly fixedly installed with a support frame (36), the front end of the support frame (36) is fixedly connected to a plurality of support rods (37), and the front ends of the plurality of support rods (37) are jointly fixedly installed with a support plate (38).

2. The embankment structure suitable for port and waterway silt foundation according to claim 1, characterized in that: The positions and diameters of the four fixing seats (32) and the four connecting seats (2) are matched accordingly, the positions and inner diameters of the four third connecting holes (33) in the same group are matched accordingly, and the length of the abutment plate (38) is equal to the length of the embankment body (1).

3. The embankment structure suitable for port and waterway silt foundation according to claim 1 is characterized by: The water storage assembly (4) comprises a water storage tank (41), the left and right ends of the water storage tank (41) are fixedly connected with connecting plates (43), the opposite ends of the two connecting plates (43) are penetrated with two fourth connecting holes (44), the left and right parts of the upper end of the water storage tank (41) are penetrated with sliding grooves (42), the left and right rear parts of the left and right ends of the water storage tank (41) are fixedly connected with fixed platforms (45), the upper ends of the two fixed platforms (45) are fixedly connected with electric telescopic rods (46), the output ends of the two electric telescopic rods (46) are rotatably connected with guide plates (47), the lower parts of the left and right ends of the guide plates (47) are rotatably connected with sliders (48), and the front and rear inner walls of the water storage tank (41) are fixedly installed with filter plates (49).

4. The embankment structure suitable for port and waterway silt foundation according to claim 3 is characterized by: The internal area of ​​the water storage tank (41) is equal to the area of ​​the filter plate (49), the width of the chute (42) is equal to the width of the slider (48), and the area of ​​the guide plate (47) is greater than the area of ​​the water storage tank (41).

5. The embankment structure suitable for port and waterway silt foundation according to claim 3 is characterized by: The positions and sizes of the two fourth connection holes (44) on the same side correspond to those of the two first connection holes (11) on the same side, and the length of the water storage tank (41) is equal to the length of the embankment body (1).

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