Hyperbolic cambered surface bank protection wave-resistant energy dissipation structure

Abstract

The utility model belongs to the technical field of wave-resistant bank protection, and particularly relates to a hyperbolic cambered surface bank protection wave-resistant energy dissipation structure which comprises a protection plate fixing block, a greening cover is fixedly connected to the top of the protection plate fixing block, and a first hyperbolic bank protection plate and a second hyperbolic bank protection plate are arranged on the side, close to the water surface, of the protection plate fixing block. The bottom of the protective plate fixing block is fixedly connected with a wave-proof water-proof wall; the number of the first hyperbolic bank protection plates and the number of the second hyperbolic bank protection plates are multiple, the multiple first hyperbolic bank protection plates and the multiple second hyperbolic bank protection plates are arranged along the protection plate fixing block in an array mode, and the sides, close to the protection plate fixing block, of the first hyperbolic bank protection plates are fixedly connected with first inserting blocks. According to the double-curved-surface bank protection plate, the double-curved-surface bank protection plate can be disassembled and assembled, so that the double-curved-surface bank protection plate does not need to be manufactured on a construction site, the construction difficulty is reduced, the design accuracy is improved, and meanwhile, the energy of waves can be further eliminated by matching two adjacent double-curved-surface bank protection plates.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of wave protection revetment, and particularly relates to a hyperbolic surface revetment wave protection and energy dissipation structure. BACKGROUND

[0002] The hyperbolic surface revetment is a kind of coastal protection structure, which is used for reducing the impact of sea waves and protecting the coastline from erosion. Its design is based on hyperbolic shape, which helps to effectively reflect or disperse wave energy, thereby reducing the impact of waves on the revetment.

[0003] Problems of the prior art:

[0004] At present, the commonly used is the vertical revetment, which may cause the formation of standing waves, increase the wave height and form larger overtopping due to the direct action of waves, reflection and superposition of waves at straight walls and other factors. The top elevation of the revetment needs to be increased to meet the requirements of protection and reduction of overtopping, and the landscape and economy are poor. The use of hyperbolic surface revetment can effectively solve these problems, but the hyperbolic surface revetment usually needs precise design and construction technology to ensure its curve shape and structural stability. This may lead to higher engineering cost and require professional construction team and equipment. UTILITY MODEL CONTENTS

[0005] The utility model aims at providing a hyperbolic surface revetment wave protection and energy dissipation structure, which can realize the disassembly and installation of the hyperbolic surface revetment plate, so that the hyperbolic surface revetment plate does not need to be manufactured on the construction site, reducing the difficulty of construction and increasing the accuracy of design. At the same time, the cooperation of two adjacent hyperbolic surface revetment plates can further eliminate the energy of waves.

[0006] The technical scheme adopted by the utility model is as follows:

[0007] The fixing block of the guard plate is fixedly connected with a green cover at the top, and is provided with a hyperbolic revetment plate one and a hyperbolic revetment plate two on the side close to the water surface. The bottom of the fixing block of the guard plate is fixedly connected with a wave protection water isolation wall.

[0008] The number of the hyperbolic revetment plate one and the hyperbolic revetment plate two is multiple, multiple hyperbolic revetment plate one and hyperbolic revetment plate two are arranged along the array of the fixed block of the guard plate, the fixed block of the guard plate is fixedly connected with the plug-in block one on the side close to the fixed block of the guard plate, the plug-in hole one is arranged in the position corresponding to the plug-in block one, the plug-in block one is connected with the plug-in hole, the hyperbolic revetment plate two is arranged below the hyperbolic revetment plate one, the plug-in block two is fixedly connected with the plug-in block two on the side close to the fixed block of the guard plate, the plug-in hole two is arranged in the position corresponding to the plug-in block two, the plug-in fixed square rod is vertically and detachably inserted into the fixed block of the guard plate, the plug-in block one and the plug-in block two are connected with the plug-in fixed square rod.

[0009] The side close to the water surface of the hyperbolic revetment plate one is a hyperbolic curved surface, the upper end and the lower end of the hyperbolic curved surface are convex compared with the central position, the left end and the right end of the hyperbolic curved surface are concave compared with the central position, and the sides close to each other of two horizontally adjacent hyperbolic revetment plates one are concave.

[0010] The fixed limiting block is fixedly connected to the horizontal position of the plug-in block one above the plug-in block two of the fixed block of the guard plate, and the fixed limiting block is also fixedly connected to the horizontal position of the plug-in block two below the plug-in block one of the fixed block of the guard plate.

[0011] The plug-in groove is arranged in the position corresponding to the plug-in fixed square rod on the side wall of the plug-in block one and the plug-in block two.

[0012] The fixed slot is arranged in the position corresponding to the plug-in groove of the plug-in block one and the plug-in block two of the fixed limiting block, and the plug-in fixed square rod is connected with the plug-in groove and the fixed slot.

[0013] The side close to the water surface of the wave-resistant water retaining wall is fixedly connected with an inclined fixed supporting rod, the bottom of the inclined fixed supporting rod is fixedly connected with a fixed column, and the fixed column extends below the rock layer.

[0014] The bottom of the wave-resistant water retaining wall is embedded in the rock surface.

[0015] The hyperbolic revetment plate one is provided with a reserved dismounting hole in the lateral surface, and the reserved dismounting hole is used for extracting the hyperbolic revetment plate one laterally.

[0016] The utility model discloses achieve the installation of hyperbolic arc surface revetment plate and make hyperbolic arc surface revetment plate not need to manufacture in construction site, reduce the difficulty of construction and increase the accuracy of design.

[0017] The utility model discloses, can realize the installation of hyperbolic arc surface revetment plate, makes hyperbolic arc surface revetment plate not need to manufacture in construction site, reduces the difficulty of construction and increases the accuracy of design.

[0018] The utility model discloses, simultaneously two adjacent hyperbolic arc surface revetment plates cooperate and can further eliminate the energy of wave. ACCURATE DESCRIPTION OF DRAWINGS

[0019] Figure 1 is a structural schematic diagram of the utility model;

[0020] Figure 2 is a dismounting schematic diagram of the double-curved bank protection plate 1 in the utility model;

[0021] Figure 3 is a structural schematic diagram of two vertically adjacent double-curved bank protection plates 1 in the utility model;

[0022] Figure 4 is a structural side view of the double-curved bank protection plate 1 in the utility model;

[0023] Figure 5 is a structural plan view of the double-curved bank protection plate 1 in the utility model;

[0024] Figure 6 is a structural plan view of the oblique fixed support rod in the utility model;

[0025] Figure 7 is a structural plan view of the protection plate fixing block in the utility model;

[0026] Figure 8 is a structural schematic diagram of two horizontally adjacent double-curved bank protection plates 1 in the utility model.

[0027] In the drawings, the component list represented by each reference numeral is as follows:

[0028] 1, protection plate fixing block; 2, green cover; 3, wave-resistant bulkhead; 4, double-curved bank protection plate 1; 5, oblique fixed support rod; 6, plug-in block 1; 7, reserved dismounting hole; 8, plug-in block 2; 9, double-curved bank protection plate 2; 10, plug-in fixed square rod; 11, fixed limiting block. DETAILED DESCRIPTION

[0029] In order to make the purpose and advantages of the utility model more clear and explicit, the utility model is specifically described below in combination with embodiments. It should be understood that the following text is merely used to describe one or several specific embodiments of the utility model, and does not strictly limit the protection scope of the utility model.

[0030] As Figure 1 shown, a double-curved surface bank protection wave-resistant energy dissipation structure comprises: a protection plate fixing block 1, the top of the protection plate fixing block 1 is detachably connected with a green cover 2, the bottom of the protection plate fixing block 1 is fixedly connected with a wave-resistant bulkhead 3, one side of the wave-resistant bulkhead 3 close to the water surface is fixedly connected with an oblique fixed support rod 5, the bottom of the oblique fixed support rod 5 is fixedly connected with a fixed column, the fixed column extends below the rock stratum; the bottom of the wave-resistant bulkhead 3 is embedded inside the rock surface.

[0031] Wherein, first, the hyperbolic revetment plate 4 is inserted into the fixed block 1, then the wave protection wall 3 is embedded in the water bank through the crane and other equipment, and the soil on the bank is protected, the wave protection wall 3 is reinforced by the inclined fixed support rod 5 to prevent the device from tilting due to excessive ground pressure, and then the green cover 2 is placed above the fixed block 1, which can provide certain greening and cover effect.

[0032] Referring to the drawings Figures 1-7 The side of the fixed block 1 close to the water surface is provided with the hyperbolic revetment plate 4 and the hyperbolic revetment plate 9; the number of the hyperbolic revetment plate 4 and the hyperbolic revetment plate 9 is multiple, the multiple hyperbolic revetment plate 4 and the hyperbolic revetment plate 9 are arranged along the fixed block 1, the side of the hyperbolic revetment plate 4 close to the fixed block 1 is fixedly connected with the insertion block 6, the fixed block 1 is provided with the insertion hole 1 corresponding to the insertion block 6, the insertion block 6 is connected with the insertion hole, the hyperbolic revetment plate 9 is located below the hyperbolic revetment plate 4, the side of the hyperbolic revetment plate 9 close to the fixed block 1 is fixedly connected with the insertion block 8, the fixed block 1 is provided with the insertion hole 2 corresponding to the insertion block 8, the fixed block 1 is vertically and detachably inserted with the insertion fixed square rod 10, the insertion block 6 and the insertion block 8 are connected with the insertion fixed square rod 10; the fixed block 1 is fixedly connected with the fixed limiting block 11 horizontally above the insertion block 8 corresponding to the insertion block 6, and the fixed block 1 is also fixedly connected with the fixed limiting block 11 horizontally below the insertion block 6 corresponding to the insertion block 8; the insertion block 6 and the insertion block 8 are provided with the insertion slot corresponding to the insertion fixed square rod 10; the fixed limiting block 11 is also provided with the fixed slot corresponding to the insertion slot of the insertion block 6 and the insertion block 8, and the insertion fixed square rod 10 is connected with the insertion slot and the fixed slot; the surface of the hyperbolic revetment plate 4 is horizontally provided with the reserved dismounting hole 7, which is used for extracting the hyperbolic revetment plate 4 horizontally.

[0033] According to the above structure, when the hyperbolic revetment plate 4 needs to be installed, the green cover 2 is first dismounted, at this time, the upper side of the fixed block 1 is open, the insertion fixed square rod 10 corresponding to the hyperbolic revetment plate 4 can be extracted therefrom, and after being extracted, it can be extracted through the reserved dismounting hole 7, and when being installed, only the insertion block 6 on the hyperbolic revetment plate 4 needs to be inserted into the corresponding insertion hole, then the insertion fixed square rod 10 is inserted into the insertion slot of the insertion block 6 on one side of the hyperbolic revetment plate 4 and the fixed slot of the fixed limiting block 11 at the position, at this time, the hyperbolic revetment plate 4 can be fixed and limited.

[0034] Referring to the drawings Figure 8The side close to the water surface of the hyperbolic bank protection plate 4 is a hyperbolic curved surface, the upper and lower ends of the hyperbolic curved surface are convex compared with the central position, the left and right ends of the hyperbolic curved surface are concave compared with the central position, and the sides close to each other of two adjacent hyperbolic bank protection plates 4 are concave.

[0035] According to the above structure, the side close to the water surface of the hyperbolic bank protection plate 4 is a hyperbolic curved surface, the hyperbolic bank protection plate 9 is the same as the hyperbolic bank protection plate 4 in structure, the sides adjacent to the hyperbolic curved surfaces of the hyperbolic bank protection plate 9 and the hyperbolic bank protection plate 4 are concave compared with the central position, and the central positions of the hyperbolic curved surfaces of the hyperbolic bank protection plate 9 and the hyperbolic bank protection plate 4 are convex compared with the left and right ends, so when water flows vertically to the hyperbolic bank protection plate 4 and the hyperbolic bank protection plate 9, the water first contacts the central positions of the hyperbolic curved surfaces, the water is guided to the concave positions on the two sides due to the convex central positions of the hyperbolic curved surfaces, at this time, the water of the hyperbolic bank protection plate 9 and the hyperbolic bank protection plate 4 flows to the positions of each other, the energy of the two water flows is offset, and the energy of the water flow is effectively reduced.

[0036] The working principle of the utility model is as follows: firstly, the hyperbolic bank protection plate 4 is inserted into the bank protection fixed block 1, then the wave-preventing water retaining wall 3 is embedded in the water bank side together with the bank protection fixed block 1 through a crane or the like, the soil on the bank side is protected, the wave-preventing water retaining wall 3 is reinforced through the oblique fixing support rod 5, the device is prevented from tilting due to excessive ground pressure, then the green cover 2 is placed above the bank protection fixed block 1, the green cover 2 can provide certain greening and can also have a covering effect, the hyperbolic bank protection plate 4 can be disassembled and replaced through the extracted plug-in fixed square rod 10, the side close to the water surface of the hyperbolic bank protection plate 4 is a hyperbolic curved surface, the hyperbolic bank protection plate 9 is the same as the hyperbolic bank protection plate 4 in structure, the sides adjacent to the hyperbolic curved surfaces of the hyperbolic bank protection plate 9 and the hyperbolic bank protection plate 4 are concave compared with the central position, and the central positions of the hyperbolic curved surfaces of the hyperbolic bank protection plate 9 and the hyperbolic bank protection plate 4 are convex compared with the left and right ends, so when water flows vertically to the hyperbolic bank protection plate 4 and the hyperbolic bank protection plate 9, the water first contacts the central positions of the hyperbolic curved surfaces, the water is guided to the concave positions on the two sides due to the convex central positions of the hyperbolic curved surfaces, at this time, the water of the hyperbolic bank protection plate 9 and the hyperbolic bank protection plate 4 flows to the positions of each other, the energy of the two water flows is offset, and the energy of the water flow is effectively reduced.

[0037] The above only is the preferred implementation manner of the utility model, it should be pointed out that, for ordinary technical personnel in the prior art, on the premise of not departing from the principle of the utility model, can also make a number of improvements and refinements, these improvements and refinements also should be regarded as the protection scope of the utility model. The structures, devices and operation methods not specifically described and explained in the utility model are implemented according to conventional means in the art, unless specifically described and limited.

Claims

1. A hyperbolic arc-shaped revetment wave-breaking and energy-dissipating structure, characterized in that, Include: The top of the fender fixed block (1) is detachably connected with the green cover (2), the side of the fender fixed block (1) close to the water surface is provided with double curved fender plate one (4) and double curved fender plate two (9), the bottom of the fender fixed block (1) is fixedly connected with the wave-proof bulkhead (3); The number of the double curved fender plate one (4) and the double curved fender plate two (9) is multiple, multiple the double curved fender plate one (4) and the double curved fender plate two (9) are arrayed along the fender fixed block (1), the side of the double curved fender plate one (4) close to the fender fixed block (1) is fixedly connected with the plug-in block one (6), the fender fixed block (1) is provided with the plug-in hole one at the position corresponding to the plug-in block one (6), the plug-in block one (6) is connected with the plug-in hole, the double curved fender plate two (9) is located below the double curved fender plate one (4), the side of the double curved fender plate two (9) close to the fender fixed block (1) is fixedly connected with the plug-in block two (8), the fender fixed block (1) is provided with the plug-in hole two at the position corresponding to the plug-in block two (8), the fender fixed block (1) is vertically detachably inserted with the plug-in fixed square rod (10), the plug-in block one (6) and the plug-in block two (8) are connected with the plug-in fixed square rod (10), the side of the double curved fender plate one (4) close to the water surface is a double curved surface, the upper and lower ends of the double curved surface are convex compared with the center position, the left and right ends of the double curved surface are concave compared with the center position, the side close to each other of two horizontally adjacent double curved fender plate one (4) is concave.

2. The hyperbolic space curve bank protection wave dissipation structure according to claim 1, characterized in that: The fender fixed block (1) is fixedly connected with the fixed limiting block (11) at the horizontal position above the plug-in block two (8) and the plug-in block one (6), and the fender fixed block (1) is also fixedly connected with the fixed limiting block (11) at the horizontal position below the plug-in block two (8) and the plug-in block one (6).

3. The hyperbolic space curve bank protection wave dissipation structure according to claim 1, characterized in that: The plug-in block one (6) and the plug-in block two (8) are provided with plug-in grooves corresponding to the positions of the plug-in fixed square rod (10) on the side walls.

4. The hyperbolic space curve bank protection wave dissipation structure according to claim 3, characterized in that: The fixed limiting block (11) is also provided with a fixed groove at the position corresponding to the plug-in groove of the plug-in block one (6) and the plug-in block two (8), and the plug-in fixed square rod (10) is connected with the plug-in groove and the fixed groove.

5. The hyperbolic space curve bank protection wave dissipation structure according to claim 1, characterized in that: The side of the wave-proof bulkhead (3) close to the water surface is fixedly connected with the inclined fixed support rod (5), the bottom of the inclined fixed support rod (5) is fixedly connected with the fixed column, and the fixed column extends below the rock layer.

6. The hyperbolic crowfaced revetment wave breaking and energy dissipating structure according to claim 1, characterized in that: The bottom of the wave-proof bulkhead (3) is embedded in the rock surface.

7. The hyperbolic crowfaced revetment wave breaking and energy dissipating structure according to claim 1, characterized in that: The surface of the double curved fender plate one (4) is provided with a reserved dismounting hole (7) transversely, and the double curved fender plate one (4) is transversely extracted through the reserved dismounting hole (7).

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