A bank protection structure

By designing the overall external structure and supporting and fixing components, the problem of material cracking and damage of revetment plastic steel sheet piles under the scouring of tides and water flow was solved, thus achieving the stability and extended life of the equipment.

CN117188388BActive Publication Date: 2026-03-13HAIYAN HUI XIANG XINXING BUILDING MATERIALS SCI & TECHNOLO
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-09-14
Publication Date
2026-03-13

AI Technical Summary

Technical Problem

Existing plastic steel sheet piles for revetments are prone to material cracking, damage to the bearing surface, and damage from impacts by large objects under the action of tides and water flow.

Method used

It adopts an integrated external mechanism, a top support mechanism, and an internal fixing mechanism, including components such as supporting telescopic springs, fixing the main channel, an integrated inner frame, and an arc-shaped outer shell. Through hydrodynamic design, it enhances the stability of the equipment and mitigates water flow impact and material fatigue.

Benefits of technology

It improves the stability and service life of the equipment, reduces the damage caused by water flow impact, and extends the service life of the equipment.

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Abstract

This invention relates to the field of bank protection funnel technology and discloses a bank protection structure, including an overall external mechanism, which further includes an overall shell. When water accumulates on the riverbank, there is a stage where the water level gradually rises. During this period, the water flows into the interior of the overall shell, and the water source increases the weight of the device in advance. The main channel is concave. When the flood officially breaks out, heavier materials such as sand and gravel are affected by the scouring and flow into the bottom internal fixing mechanism, further improving the stability of the equipment. When flowing sand and gravel accumulate at the support side rods, the sand and gravel form a buffer zone between the water flow inside the equipment, which can provide a certain degree of protection for the bottom of the device. The overall shell is arc-shaped. When facing the first wave of impact on the equipment, the arc-shaped overall shell uses the impact force generated by the water flow to disrupt the stability of subsequent tides.
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Description

Technical Field

[0001] This invention relates to the field of bank protection funnel equipment technology, specifically a bank protection structure. Background Technology

[0002] Currently, plastic steel sheet piles are commonly used as revetment for riverbanks and reservoir dams. Plastic steel sheet piles themselves are flexible and possess high strength and durability. When combined, they form revetment sheet piles to strengthen the protection of riverbanks or reservoir dams. Driving plastic steel sheet piles into the riverbank or dam serves to retain soil and prevent seepage. Plastic steel sheet piles effectively conserve soil and water, preventing soil erosion. Their flexibility, high strength, and durability, combined with other features, make them ideal for reinforcing riverbanks and reservoir dams. Driving plastic steel sheet piles into the riverbank or dam serves to retain soil and prevent seepage.

[0003] Currently, revetment plastic steel sheet piles have the following problems: First, while revetment plastic steel sheet piles are flexible and have high strength, coastal areas are often affected by tides. The elastic design results in a bending point on the sheet pile during operation, which can lead to material cracking over time. Second, long-term erosion by water flow can cause cracks and damage to the bearing surface. Third, large floating objects such as tree trunks and stumps can damage the outer surface of the pile when impacted by water flow. To address these problems, the following solutions are proposed. Summary of the Invention

[0004] To solve the above-mentioned technical problems, the present invention provides a revetment structure, including an overall external mechanism, which further includes an overall shell. An overall base plate is fixedly connected to the bottom outer wall of the overall shell, and an overall support plate is fixedly connected to the side wall of the overall shell. The overall external mechanism provides an installation position for subsequent mechanisms and plays a stabilizing role during operation, offsetting the shaking and vibration generated during the operation of the mechanism, ensuring the normal operation of the equipment, and avoiding problems such as bumps.

[0005] The top support mechanism includes a support outer plate fixedly connected to the top outer wall of the overall shell, a number of support telescopic springs fixedly connected to the outer wall of the support outer plate, and a support outer rod fixedly connected to the end of the support telescopic springs away from the support outer plate.

[0006] The internal fixing mechanism includes a main fixing groove on the inner wall of the overall shell and several bottom fixing grooves on the central axis of the bottom outer wall of the overall base plate. The inner wall of the bottom fixing groove is connected to the inner wall of the main fixing groove. When water flows from the top, heavier materials such as sand and gravel are affected by the scouring and sink into the internal fixing mechanism to form a heavier base.

[0007] Preferably, the overall external mechanism also includes several integral inner frames fixedly connected to the inner wall of the overall shell. The ends of the integral inner frames near the overall shell are shaped like large holes, and the ends of the integral inner frames near the supporting outer plate are shaped like small holes. When water flows from a larger space into a smaller space, the flow velocity of the water increases due to the reduced cross-sectional area of ​​the smaller space. The ends of the integral inner frames near the overall shell are shaped like large holes, and the ends of the integral inner frames near the supporting outer plate are shaped like small holes. When the surface of the water flow impacts the bottom of the integral inner frame, it is sprayed out from the small holes at the top. Through the application of the above components, the initial velocity of the inflow impacting the equipment is reduced, and the initial velocity of the equipment when spraying outwards is increased.

[0008] Preferably, the overall external mechanism also includes an integral outer plate fixedly connected to the outer wall of the integral shell, an integral screen plate fixedly connected to the inner wall of the integral outer plate, and a number of integral holes opened on the outer wall of the integral screen plate. The integral shell is arc-shaped. When the arc-shaped integral shell faces the first wave of impact on the equipment, it uses the impact force generated by the water flow to make the water flow in the opposite direction along the integral inner frame, disrupting the stability of the subsequent tide, squeezing and repelling the subsequent water flow, effectively dissipating the impact on the surface of the water flow, mitigating the impact force of the water flow, and slowing down the impact of larger objects in the water flow, thus avoiding damage to the equipment caused by object collision.

[0009] Preferably, the overall external mechanism further includes an overall slide rail fixedly connected to the outer wall of the overall outer plate, an overall slide groove is provided on the outer wall of the overall slide rail, and a plurality of overall vertical grooves are provided on the outer wall of the overall shell. An overall side plate is fixedly connected to the end of the overall shell away from the overall outer plate. The present invention is provided with an overall shell, an overall bottom plate, an overall hole, and an overall inner frame. The tight fit between the overall shell and the overall inner frame increases the stability of the overall external mechanism during use and helps to reduce the shaking generated by the overall shell during operation.

[0010] Preferably, the top support mechanism also includes a support side rod fixedly connected to the outer wall of the overall slide rail. A small support spring is fixedly connected to the outer wall of the support side rod, and a support baffle is fixedly connected to the end of the support side rod away from the overall slide rail. When the tide hits the shore, some large debris brought by the tide will be blocked by the support baffle, and the small support spring forms a buffer zone between the debris and the equipment.

[0011] Preferably, the top support mechanism also includes a support bracket fixedly connected to the outer wall of the overall shell, a support slide rail slidably connected to the inner wall of the support bracket, and an overall slide groove fixedly connected to the back of the outer wall of the overall shell. The advantage over the current elastic design is that, in the operation of the elastic design, there is always a bending point on the plate. Riverbanks are often affected by tides, and over the years, material fatigue is likely to occur, causing cracks in the steel plate. The rotary design can extend the service life of the equipment.

[0012] Preferably, the top support mechanism also includes a support main column slidably connected to the inner wall of the support rear plate. A support baffle plate is fixedly connected to the top outer wall of the support main column. A support corner block is fixedly connected to the end of the support main column away from the support baffle plate. Several support small plates are fixedly connected to the inner wall of the support main column. When water accumulates on the riverbank, there is a stage where the water level gradually rises. During this period, the water flows into the interior of the overall shell. The water source increases the weight of the device in advance. The fixed main channel is concave. When the flood officially breaks out, heavier materials such as sand and gravel impurities are affected by the scouring and flow into the bottom internal fixed mechanism, further improving the stability of the equipment. On the other hand, when flowing sand and gravel impurities accumulate at the support side rod, the sand and gravel impurities form a buffer zone between the water flow inside the equipment, which can provide a certain degree of protection for the bottom of the device.

[0013] Preferably, the internal fixing mechanism also includes several fixed soil-breaking blocks fixedly connected to the outer wall of the fixed plate, a fixed friction block fixedly connected to the bottom outer wall of the overall base plate, and a fixed base plate fixedly connected to the bottom outer wall of the overall base plate. When the top mass increases, the pressure of the bottom internal fixing mechanism on the bottom soil also increases, ensuring the stability of the equipment during operation. The force borne by the overall shell can be distributed to the contact surface of the overall base plate, avoiding the problem of deformation between the overall shells due to uneven contact area and high pressure in local areas, which would cause the overall base plate to lose its supporting effect and ensure stability.

[0014] The present invention has the following beneficial effects:

[0015] (1) When water accumulates on the riverbank, there is a stage where the water level gradually rises. During this period, the water flows into the interior of the overall shell. The water source increases the weight of the device in advance, and the main channel is concave. When the flood officially breaks out, the heavier materials such as sand and gravel impurities are affected by the scouring and flow into the bottom internal fixing mechanism, which further improves the stability of the device. On the other hand, when there are flowing sand and gravel impurities at the support side rod, the sand and gravel impurities form a buffer zone between the water flow inside the device, which can protect the bottom of the device to a certain extent.

[0016] (2) In this invention, the overall shell is arc-shaped. When the arc-shaped overall shell faces the first wave of impact on the equipment, it uses the impact force generated by the water flow to make the water flow in the opposite direction along the overall inner frame, which disrupts the stability of the subsequent tide, squeezes and repels the subsequent water flow, effectively resolves the impact on the surface of the water flow, alleviates the impact force of the water flow and slows down the impact of larger objects in the water flow, and avoids the phenomenon of damage to the equipment caused by the collision of objects.

[0017] (3) When water flows from a larger space into a smaller space, the flow velocity of the water increases due to the reduced cross-sectional area of ​​the smaller space. The end of the inner frame close to the outer shell is shaped like a large hole, and the end of the inner frame supporting the outer plate is shaped like a small hole. When the surface of the water flows impacts the bottom of the inner frame, it is sprayed out from the small hole at the top. Through the application of the above components, the initial velocity of the inflow impacting the equipment is reduced, and the initial velocity of the equipment when it is sprayed outward is increased, thereby reducing the impact force of the tide.

[0018] (4) The advantage of this invention over the current elastic design is that, during operation, there is always a bending point on the plate. Riverbanks are affected by tides, and over the years, material fatigue is likely to occur, leading to cracks in the steel plate. The rotary design can extend the service life of the equipment. Attached Figure Description

[0019] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0020] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0021] Figure 2 This is a schematic diagram of the back of the overall structure of the present invention;

[0022] Figure 3 This is a schematic diagram of the overall external structure of the present invention;

[0023] Figure 4 For the present invention Figure 3 Enlarged view of A in the middle;

[0024] Figure 5 This is a schematic diagram of the top support mechanism of the present invention;

[0025] Figure 6 This is a schematic diagram of the back of the top support mechanism of the present invention;

[0026] Figure 7 For the present invention Figure 6 Enlarged view of B in the middle;

[0027] Figure 8 This is a schematic diagram of the internal fixing mechanism of the present invention;

[0028] The attached diagram lists the components represented by each number as follows:

[0029] In the diagram: 1. Overall external structure; 101. Overall outer shell; 102. Overall base plate; 103. Overall supporting plate; 104. Overall inner frame; 105. Overall outer plate; 106. Overall sieve plate; 107. Overall opening; 108. Overall slide rail; 109. Overall slide groove; 110. Overall vertical groove; 111. Overall side plate; 2. Top support mechanism; 201. Support outer plate; 202. Support telescopic spring; 203. Support outer rod; 204. 205. Supporting side rod; 206. Supporting small spring; 207. Supporting baffle; 208. Supporting bracket; 209. Supporting slide rail; 210. Supporting rear plate; 211. Supporting main column; 212. Supporting baffle plate; 213. Supporting corner block; 214. Supporting small plate; 35. Internal fixing mechanism; 301. Fixing main groove; 302. Fixing bottom groove; 303. Fixing plate; 304. Fixing soil-breaking block; 305. Fixing friction block; 306. Fixing bottom plate; Detailed Implementation

[0030] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0031] Example 1, please refer to Figure 1 - Figure 4 The present invention is a revetment structure, including an overall external mechanism 1, which further includes an overall shell 101. An overall base plate 102 is fixedly connected to the bottom outer wall of the overall shell 101, and an overall support plate 103 is fixedly connected to the side wall of the overall shell 101. The overall external mechanism 1 provides an installation position for subsequent mechanisms and plays a stabilizing role during operation, offsetting the shaking and vibration generated during the operation of the mechanism, ensuring the normal operation of the equipment, and avoiding problems such as bumps.

[0032] The top support mechanism 2 includes a support outer plate 201 fixedly connected to the top outer wall of the overall shell 101. Several support telescopic springs 202 are fixedly connected to the outer wall of the support outer plate 201. Support outer rods 203 are fixedly connected to the ends of the several support telescopic springs 202 away from the support outer plate 201.

[0033] The internal fixing mechanism 3 includes a main fixing groove 301 opened on the inner wall of the overall shell 101, and several fixing bottom grooves 302 opened at the central axis of the bottom outer wall of the overall base plate 102. The inner wall of the fixing bottom groove 302 is connected to the inner wall of the fixing main groove 301. When water flows at the top, heavier materials such as sand and gravel impurities are affected by the scouring and sink into the internal fixing mechanism 3 to form a heavier base.

[0034] The overall external mechanism 1 also includes several integral inner frames 104 fixedly connected to the inner wall of the overall outer shell 101. The ends of the integral inner frames 104 near the overall outer shell 101 are shaped like large holes, and the ends of the integral inner frames 104 near the supporting outer plate 201 are shaped like small holes. When water flows from a larger space into a smaller space, the flow velocity of the water increases due to the reduced cross-sectional area of ​​the smaller space. The end of the integral inner frame 104 near the overall outer shell 101 is shaped like a large hole, and the end of the integral inner frame 104 near the supporting outer plate 201 is shaped like a small hole. When the surface of the water flow impacts the bottom of the integral inner frame 104, it is sprayed out from the small hole at the top. Through the application of the above components, the initial velocity of the incoming flow impacting the equipment is reduced, and the initial velocity of the equipment when it is sprayed outward is increased.

[0035] The overall external mechanism 1 also includes an overall outer plate 105 fixedly connected to the outer wall of the overall shell 101. An overall screen plate 106 is fixedly connected to the inner wall of the overall outer plate 105. Several overall holes 107 are opened on the outer wall of the overall screen plate 106. The overall shell 101 is arc-shaped. When the arc-shaped overall shell 101 faces the first wave of impact on the equipment, it uses the impact force generated by the water flow to make the water flow along the overall inner frame 104 in the opposite direction, disrupting the stability of the subsequent tide, squeezing and repelling the subsequent water flow, effectively dissolving the impact on the surface of the water flow, mitigating the impact force of the water flow, and slowing down the impact of larger objects in the water flow, thus avoiding damage to the equipment caused by object collision.

[0036] The overall external mechanism 1 also includes an overall slide rail 108 fixedly connected to the outer wall of the overall outer plate 105. An overall slide groove 109 is provided on the outer wall of the overall slide rail 108. Several overall vertical grooves 110 are provided on the outer wall of the overall shell 101. An overall side plate 111 is fixedly connected to the end of the overall shell 101 away from the overall outer plate 105. The present invention is provided with an overall shell 101, an overall bottom plate 102, an overall hole 107, and an overall inner frame 104. The tight fit between the overall shell 101 and the overall inner frame 104 increases the stability of the overall external mechanism 1 during use and helps to reduce the shaking generated by the overall shell 101 during operation.

[0037] Example 2, please refer to Figure 5 - Figure 8This invention is a revetment structure. Based on Example 1, the top support mechanism 2 further includes a support side rod 204 fixedly connected to the outer wall of the integral slide rail 108. A support small spring 205 is fixedly connected to the outer wall of the support side rod 204. A support baffle 206 is fixedly connected to the end of the support side rod 204 away from the integral slide rail 108. When the tide hits the shore, some large debris brought by the tide will be blocked by the support baffle 206. The support small spring 205 forms a buffer zone between the debris and the equipment.

[0038] The top support mechanism 2 also includes a support bracket 207 fixedly connected to the outer wall of the overall shell 101. A support slide rail 208 is slidably connected to the inner wall of the support bracket 207, and an overall slide groove 109 is fixedly connected to the back of the outer wall of the overall shell 101. The advantage of the current elastic design is that during operation, there is always a bending point on the plate. Riverbanks are often affected by tides, and over the years, material fatigue is likely to occur, causing cracks in the steel plate. The rotary design can extend the service life of the equipment.

[0039] The top support mechanism 2 also includes a support main column 210 slidably connected to the inner wall of the support rear plate 209. A support baffle plate 211 is fixedly connected to the top outer wall of the support main column 210. A support corner block 212 is fixedly connected to the end of the support main column 210 away from the support baffle plate 211. Several support small plates 213 are fixedly connected to the inner wall of the support main column 210. When water accumulates on the riverbank, there is a stage where the water level gradually rises. During this period, the water flows into the interior of the overall shell 101. The water source increases the weight of the device in advance. The fixed main channel 301 is concave. When the flood officially breaks out, heavier materials such as sand and gravel impurities are affected by the scouring and flow into the bottom internal fixed mechanism 3, which further improves the stability of the equipment. On the other hand, when flowing sand and gravel impurities accumulate at the support side rod 204, the sand and gravel impurities form a buffer zone between the water flow inside the equipment, which can protect the bottom of the device to a certain extent.

[0040] The internal fixing mechanism 3 also includes several fixed soil-breaking blocks 304 fixedly connected to the outer wall of the fixed plate 303. Fixed friction blocks 305 and fixed base plates 306 are fixedly connected to the bottom outer wall of the overall base plate 102. When the top mass increases, the pressure of the bottom internal fixing mechanism 3 on the bottom soil also increases, ensuring the stability of the equipment during operation. The force borne by the overall shell 101 can be distributed to the contact surface of the overall base plate 102, avoiding the problem of deformation between the overall shell 101 due to uneven contact area and high pressure in some areas, which would cause the overall base plate 102 to lose its supporting effect and ensure stability.

[0041] One specific application of this embodiment is as follows: Before using the device, place it in the desired location and secure the entire device. When water accumulates on the riverbank, there is a phase where the water level gradually rises. During this period, the water flows into the interior of the overall outer shell 101. The water source increases the weight of the device in advance. When flowing sand and gravel accumulate at the support side rod 204, the sand and gravel form a buffer zone between the water flow inside the device, which can provide a certain degree of protection for the bottom of the device. The force borne by the overall outer shell 101 can be distributed to the contact surface of the overall base plate 102, avoiding uneven contact area and localized damage. The high pressure caused deformation between the outer shell 101, causing the base plate 102 to lose its supporting effect and ensure stability. When water flows from a larger space to a smaller space, the flow velocity of the water increases due to the reduced cross-sectional area of ​​the smaller space. The inner frame 104 has a large hole at one end near the outer shell 101, and a small hole at the other end supporting the outer plate 201. When the water surface impacts the bottom of the inner frame 104, it is sprayed out from the small hole at the top. Through the application of the above components, the initial velocity of the incoming flow impacting the equipment is reduced, and the initial velocity of the equipment when spraying outwards is increased.

[0042] When a tidal surge occurs, larger debris brought by the tide will be blocked by the support baffle 206. The small support spring 205 forms a buffer zone between the debris and the equipment. The overall outer shell 101 is arc-shaped. When the arc-shaped overall outer shell 101 faces the first wave of impact on the equipment, it uses the impact force generated by the water flow to make the water flow along the inner frame 104 in the opposite direction, disrupting the stability of subsequent tides, squeezing and repelling subsequent water flows, effectively dissipating the impact on the water surface, mitigating the impact force of the water flow, and slowing down the impact of larger objects in the water flow.

[0043] The preferred embodiments of the present invention disclosed above are merely illustrative of the invention. These preferred embodiments do not exhaustively describe all details, nor do they limit the invention to the specific implementations described. Clearly, many modifications and variations can be made based on the content of this specification. This specification selects and specifically describes these embodiments to better explain the principles and practical applications of the invention, thereby enabling those skilled in the art to better understand and utilize the invention. The invention is limited only by the claims and their full scope and equivalents.

Claims

1. A revetment structure, comprising a whole external mechanism (1), the whole external mechanism (1) further comprising a whole shell (101), a whole bottom plate (102) is fixedly connected at the bottom outer wall of the whole shell (101), and a whole receiving plate (103) is fixedly connected at the side wall of the whole shell (101), characterized in that, Also include: The top support mechanism (2), the top support mechanism (2) includes a support outer plate (201) fixedly connected at the top outer wall of the overall shell (101), and the outer wall of the support outer plate (201) is fixedly connected with a plurality of support telescopic springs (202), and the ends of the plurality of support telescopic springs (202) away from the support outer plate (201) are fixedly connected with support outer rods (203); The internal fixing mechanism (3) includes a fixed main groove (301) opened in the inner wall of the overall shell (101), and the bottom outer wall of the overall bottom plate (102) is provided with a plurality of fixed bottom grooves (302) at the middle axis, and the inner wall of the fixed bottom groove (302) is connected with the inner wall of the fixed main groove (301); The overall external mechanism (1) further comprises a plurality of overall inner frames (104) fixedly connected to the inner wall of the overall shell (101), and the end of the plurality of overall inner frames (104) close to the overall shell (101) is in the form of a large hole, and the end of the plurality of overall inner frames (104) close to the support outer plate (201) is in the form of a small hole; The overall external mechanism (1) further comprises an overall outer plate (105) fixedly connected to the outer wall of the overall shell (101), and the inner wall of the overall outer plate (105) is fixedly connected with an overall sieve plate (106), and the outer wall of the overall sieve plate (106) is provided with a plurality of overall holes (107); The top support mechanism (2) further comprises a support bracket (207) fixedly connected to the outer wall of the overall shell (101), and the inner wall of the support bracket (207) is slidably connected with a support sliding rail (208), and the outer wall of the overall shell (101) is fixedly connected with an overall sliding groove (109); The overall shell (101) is arc-shaped.

2. A revetment structure according to claim 1, characterised in that: The overall external mechanism (1) further comprises an overall sliding rail (108) fixedly connected to the outer wall of the overall outer plate (105), and the outer wall of the overall sliding rail (108) is provided with an overall sliding groove (109), and the outer wall of the overall shell (101) is provided with a plurality of overall vertical grooves (110), and the end of the overall shell (101) away from the overall outer plate (105) is fixedly connected with an overall side plate (111).

3. A revetment structure according to claim 2, wherein: The top support mechanism (2) further comprises a support side rod (204) fixedly connected to the outer wall of the overall sliding rail (108), and the outer wall of the support side rod (204) is fixedly connected with a support small spring (205), and the end of the support side rod (204) away from the overall sliding rail (108) is fixedly connected with a support baffle (206).

4. A revetment structure according to claim 3, wherein: The top support mechanism (2) further comprises a support main column (210) slidably connected to the inner wall of the support rear plate (209), and the top outer wall of the support main column (210) is fixedly connected with a support blocking plate (211), and the end of the support main column (210) away from the support blocking plate (211) is fixedly connected with a support corner block (212), and the inner wall of the support main column (210) is fixedly connected with a plurality of support small plates (213).

5. A revetment structure according to claim 4, wherein: The internal fixing mechanism (3) further comprises a plurality of fixed soil breaking blocks (304) fixedly connected to the outer wall of the fixed plate block (303), a fixed friction block (305) is fixedly connected to the outer wall of the bottom of the integral bottom plate (102), and a fixed bottom plate (306) is fixedly connected to the outer wall of the bottom of the integral bottom plate (102).

Citation Information

Patent Citations

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