Reinforced river embankment connecting structure

Abstract

The utility model discloses a reinforced riverway embankment connecting structure relates to hydraulic engineering technical field, the utility model discloses an embankment, the inside pre -buried of embankment is pre -buried rod, the pre -buried rod one side is installed with the guide rail board, the guide rail board one side is provided with the revetment board, the revetment board one side is provided with the connecting assembly, and the connecting assembly includes the clamping groove of being set up in the inside of revetment board. The utility model discloses the quick joint of revetment board is realized through the clamping groove and the joint plate, and the embedded design of cooperation I -shaped connecting block and mounting groove forms multidirectional locking mechanism, and the connection strength between revetment board is enhanced significantly, and the vegetation through -hole of guide rail board surface supports the growth of vegetation, and the root system further reinforces the slope surface, and pre -buried rod and stable rod cooperate and promote the overall tensile property, effectively resist the impact of water flow, compared with traditional bolt fixed, avoid the connection failure problem caused by corrosion, and the stability of embankment under long -term water flow scour is improved greatly.

Description

Technical Field

[0001] This utility model belongs to the field of water conservancy engineering technology, and in particular relates to a reinforced river embankment connection structure. Background Technology

[0002] River embankments are protective engineering structures built along both banks of a river. They are primarily constructed from materials such as earth and stone. Functionally, embankments effectively constrain river flow, prevent flooding, and protect residents, farmland, and towns within the embankment from flood damage. Under normal water flow conditions, embankments guide the river water along a predetermined channel direction, maintaining the river's stable shape. Simultaneously, embankments help reduce riverbank erosion and protect the river's ecosystem. It is an important water conservancy infrastructure, playing an irreplaceable role in ensuring regional flood control safety and promoting stable regional development. River embankment slope protection panels are engineering components used in river embankment slope protection projects. Concrete slope protection panels possess high strength and durability, capable of withstanding water erosion and certain external forces.

[0003] Existing riverbank revetment panels still have some problems during use. For example, when assembling riverbank revetment panels, bolts are often used for fixing. This method can stabilize the revetment panels in the initial stage and ensure the protective effect of the embankment. However, since the revetment panels are in the river environment for a long time, they will be continuously eroded by the water flow. The water flow not only carries silt and sand that wears down the bolts, but also causes the bolts to be in contact with water for a long time, resulting in corrosion and damage. Once the bolts have problems, the connection stability of the revetment panels will be greatly reduced. Moreover, when it is necessary to replace the bolts, the severe corrosion makes them difficult to remove, which increases the difficulty and cost of maintenance.

[0004] To address these issues, we provide a reinforced riverbank connection structure. Utility Model Content

[0005] The purpose of this utility model is to provide a reinforced river embankment connection structure. By setting up the connection components, it solves the problem that existing river embankment slope protection plates are assembled and fixed with bolts, and the bolts are prone to corrosion and damage after prolonged contact with water.

[0006] To solve the above-mentioned technical problems, this utility model is achieved through the following technical solution.

[0007] This utility model is a reinforced river embankment connection structure, including an embankment, with a pre-embedded rod embedded inside the embankment. A guide rail plate is installed on one side of the pre-embedded rod, and a slope protection plate is provided on one side of the guide rail plate. A connecting component is provided on one side of the slope protection plate, and the connecting component includes a slot opened inside the slope protection plate, a snap-fit ​​plate installed on one side of the guide rail plate, an installation groove opened on one side of the slope protection plate, and a connecting block provided on one side of the slope protection plate.

[0008] The present invention is further configured such that the connecting assembly includes a fixing plate disposed on one side of the slope protection plate, and a plug rod fixedly connected to one side of the fixing plate.

[0009] The present invention is further provided that a fixing groove is provided on one side of the slope protection plate, and the length of the fixing groove is the same as that of the fixing plate.

[0010] The present invention is further configured such that the connecting block is I-shaped, and the two sets of mounting grooves are spliced ​​together to have the same size as the connecting block.

[0011] The present invention is further configured such that a semi-circular hole is provided inside the fixing groove, and the diameter of the insertion rod is the same as the inner diameter of the semi-circular hole.

[0012] The present invention is further configured such that a stabilizing rod is installed on the surface of the pre-embedded rod, and a vegetation through hole is opened inside the guide rail plate.

[0013] The present invention is further configured such that the fixing plate has a disassembly hole inside, and the slope protection plate is made of concrete composite material.

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

[0015] 1. This utility model achieves rapid snap-fit ​​connection of slope protection panels through slots and snap-fit ​​plates. Combined with the embedded design of I-shaped connecting blocks and installation grooves, a multi-directional locking mechanism is formed, which significantly enhances the connection strength between slope protection panels. The vegetation through holes on the surface of the guide plate support vegetation growth, and the root system further reinforces the slope. The pre-embedded rods and stabilizing rods work together to improve the overall tensile performance and effectively resist the impact of water flow. Compared with traditional bolt fixing, it avoids the connection failure problem caused by rust and greatly improves the stability of the embankment under long-term water flow scouring.

[0016] 2. The design of the mounting and disassembly holes for the fixing plate and the insert rod in this utility model allows for slope protection panel maintenance without destructive removal. When the slope protection panel needs to be replaced, the fixing plate can be pulled upwards directly through the mounting and disassembly holes to release the limit of the insert rod on the connecting block and quickly separate the slope protection panel. The concrete composite material slope protection panel has strong corrosion resistance, and the interlocking structure of the guide plate and the snap-fit ​​plate supports partial replacement without overall disassembly. This design significantly shortens maintenance time and reduces labor and material costs. At the same time, the setting of vegetation through holes also takes into account the ecological restoration function, achieving the dual benefits of engineering protection and environmental protection.

[0017] Of course, any product implementing this utility model does not necessarily need to achieve all of the advantages described above at the same time. Attached Figure Description

[0018] To more clearly illustrate the technical solutions of the embodiments of this utility model, 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 this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0019] Figure 1 This is a three-dimensional diagram of a reinforced riverbank connection structure.

[0020] Figure 2 This is a side view of a slope protection panel in a reinforced river embankment connection structure.

[0021] Figure 3 This is a schematic diagram of the connection between the embedded rod and the guide rail plate in a reinforced river embankment connection structure.

[0022] Figure 4 This is a schematic diagram of the installation of connecting blocks in a reinforced river embankment connection structure.

[0023] Figure 5 This is a schematic diagram of the installation of a fixing plate in a reinforced river embankment connection structure.

[0024] In the attached diagram: 1. Embankment; 2. Embedded rod; 3. Guide rail plate; 4. Slope protection plate; 5. Connecting assembly; 501. Slot; 502. Clip plate; 503. Mounting slot; 504. Connecting block; 505. Fixing plate; 506. Insert rod; 6. Fixing slot; 7. Semi-circular hole; 8. Stabilizing rod; 9. Vegetation through hole; 10. Disassembly hole. Detailed Implementation

[0025] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of the present utility model. Specific Implementation Example 1

[0027] Please see Figures 1-5This utility model is a reinforced river embankment connection structure, including an embankment 1, an embedded rod 2 pre-embedded inside the embankment 1, a guide rail plate 3 installed on one side of the embedded rod 2, a slope protection plate 4 set on one side of the guide rail plate 3; a connecting component 5 is set on one side of the slope protection plate 4, the connecting component 5 includes a slot 501 opened inside the slope protection plate 4, a snap-fit ​​plate 502 installed on one side of the guide rail plate 3, an installation groove 503 opened on one side of the slope protection plate 4, and a connecting block 504 set on one side of the slope protection plate 4.

[0028] Specifically, the pre-embedded rod 2 is pre-embedded inside the dam 1 to install and fix the guide rail plate 3. After the dam 1 is laid, the guide rail plate 3 and the snap-fit ​​plate 502 can be used to snap and fix the slope protection plate 4, reducing the use of bolts. At the same time, multiple sets of slope protection plates 4 can be snapped onto the surface of the guide rail plate 3 to form a slope protection embankment, reducing the impact of water scouring on the surface of the dam 1. At the same time, the vegetation through hole 9 facilitates the planting of vegetation. The connecting block 504 is I-shaped. After the two sets of slope protection plates 4 move relative to each other and fit together, the two sets of installation slots 503 can be aligned, making it convenient for the connecting block 504 to be inserted. Specific Implementation Example 2

[0030] Please see Figures 1-5 Based on the first specific embodiment, the connecting component 5 also includes a fixing plate 505 disposed on one side of the slope protection plate 4, a plug rod 506 fixedly connected to one side of the fixing plate 505, a fixing groove 6 opened on one side of the slope protection plate 4, the length of the fixing groove 6 being the same as that of the fixing plate 505, the connecting block 504 being I-shaped, the two sets of mounting grooves 503 being spliced ​​together and having the same size as the connecting block 504, a semi-circular hole 7 opened inside the fixing groove 6, the diameter of the plug rod 506 being the same as the inner diameter of the semi-circular hole 7, a stabilizing rod 8 installed on the surface of the embedded rod 2, a vegetation through hole 9 opened inside the guide rail plate 3, a disassembly hole 10 opened inside the fixing plate 505, and the slope protection plate 4 being made of concrete composite material.

[0031] Specifically, there are two sets of insert rods 506. The insert rods 506 can be inserted into the dam 1 to fix the position of the fixing plate 505. After the two sets of slope protection plates 4 are spliced, the two sets of semi-circular holes 7 can form a circle to facilitate the insertion of the insert rods 506. The stabilizing rod 8 is placed into the dam 1 along with the pre-embedded rod 2 to improve the connection tension. The fixing plate 505 has a disassembly hole 10. When it is necessary to remove the fixing plate 505, an external tool can be used to pull the fixing plate 505 upward through the disassembly hole 10. The slope protection plate 4 is made of concrete composite material, which is resistant to erosion and corrosion, and can improve the protection of the dam 1.

[0032] The operation process in this embodiment is as follows: When splicing the slope protection plate 4, the slope protection plate 4 can be moved so that the snap-fit ​​plate 502 moves into the slot 501, such as... Figure 1As shown, the two sets of slope protection plates 4 are then moved relative to each other so that the snap-fit ​​plate 502 is fully inserted into the snap-fit ​​groove 501. When the two sets of slope protection plates 4 are moved relative to each other and fit together, the two sets of mounting grooves 503 can be overlapped. Then, the connecting block 504 is inserted from top to bottom and embedded into the two sets of mounting grooves 503 to complete the quick connection of the slope protection plates 4.

[0033] Then, the fixing plate 505 and the insert rod 506 are moved downwards. The insert rod 506 passes through the semi-circular hole 7 and is inserted into the inside of the dam 1. As the insert rod 506 is inserted, it drives the fixing plate 505 to move. After the fixing plate 505 is embedded in the fixing groove 6, it can limit the two sets of connecting blocks 504 and prevent the connecting blocks 504 from falling out of the installation groove 503. This can complete the quick fixing of the slope protection plate 4 and reduce the use of bolts.

[0034] In the description of this specification, references to terms such as "an embodiment," "example," "specific example," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

[0035] The preferred embodiments of this utility model disclosed above are merely illustrative of the present utility model. These preferred embodiments do not exhaustively describe all details, nor do they limit the utility model 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 this utility model, thereby enabling those skilled in the art to better understand and utilize it. This utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A reinforced river embankment connection structure, comprising an embankment (1), characterized in that: The dam (1) has a pre-embedded rod (2) inside, a guide rail plate (3) is installed on one side of the pre-embedded rod (2), and a slope protection plate (4) is provided on one side of the guide rail plate (3); A connecting component (5) is provided on one side of the slope protection plate (4). The connecting component (5) includes a slot (501) opened inside the slope protection plate (4), a snap-fit ​​plate (502) installed on one side of the guide rail plate (3), an installation slot (503) opened on one side of the slope protection plate (4), and a connecting block (504) provided on one side of the slope protection plate (4).

2. The reinforced riverbank connection structure according to claim 1, characterized in that, The connecting assembly (5) further includes a fixing plate (505) disposed on one side of the slope protection plate (4) and a plug rod (506) fixedly connected to one side of the fixing plate (505).

3. The reinforced riverbank connection structure according to claim 2, characterized in that, The slope protection board (4) has a fixing groove (6) on one side, and the length of the fixing groove (6) is the same as that of the fixing plate (505).

4. The reinforced riverbank connection structure according to claim 1, characterized in that, The connecting block (504) is I-shaped, and the two sets of mounting grooves (503) are spliced ​​together to have the same size as the connecting block (504).

5. A reinforced riverbank connection structure according to claim 3, characterized in that, The fixing groove (6) has a semi-circular hole (7) inside, and the diameter of the insertion rod (506) is the same as the inner diameter of the semi-circular hole (7).

6. The reinforced riverbank connection structure according to claim 1, characterized in that, The embedded rod (2) is equipped with a stabilizing rod (8), and the guide rail plate (3) has a vegetation through hole (9) inside.

7. A reinforced riverbank connection structure according to claim 2, characterized in that, The fixing plate (505) has a disassembly hole (10) inside, and the slope protection plate (4) is made of concrete composite material.

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