A type of flood control emergency prefabricated dike

Abstract

This utility model discloses a flood control emergency prefabricated dike, including a dike body, support components installed on the left and right sides of the top wall of the dike body, connecting components installed on the top wall of the support components, splicing components installed on the front wall of the support components, and flood control panels installed on the front wall of the splicing components. This utility model relates to the field of water conservancy engineering technology. This flood control emergency prefabricated dike, through the cooperation of the splicing components, support components, and connecting components, allows for the rapid assembly of flood control panels into a flood control sub-dike. The splicing components shorten the overall assembly time and simplify the process, facilitating rapid construction in emergency situations. Simultaneously, the support components fix the entire device to the dike, improving the stability of the entire flood control sub-dike. During batch assembly, the connecting components quickly connect and limit adjacent triangular supports, enabling the flood control panels to form a complete flood control sub-dike.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy engineering technology, specifically a flood control emergency assembly dike. Background Technology

[0002] Flood control emergency modular dikes are usually assembled from multiple units. Each unit includes a foldable water-retaining panel and a foldable support frame. When the water level rises and there is a possibility of overflowing the dike, they can be quickly assembled on the top of the dike to form a flood control sub-dike.

[0003] Patent CN219731841U discloses an easily assembled dam emergency flood control plate, including a first baffle and a second baffle, which are movably connected. The first baffle has a groove inside, and a fixing plate is hinged to its surface. This invention involves moving the second baffle from front to back, which in turn moves a limiting block from front to back. At this point, the opening is aligned with a limiting rod, making the limiting rod movably connected to the opening. During the backward movement of the limiting block, it compresses an air bladder, increasing the air pressure inside. According to the principle of communicating vessels, this increases the air pressure in the cylinder, causing the movable rod to move to the right until it engages with the slot. When the back of the limiting block is in contact with the groove, it can no longer move backward. The operator then connects the fixing plate to the second baffle using a buckle, thus achieving the splicing of the first and second baffles. This device has the advantage of being easy to assemble.

[0004] The above-mentioned device has certain shortcomings in its use: the flood control emergency assembly dike is mainly used in emergency situations, and the assembly needs to be completed quickly. However, the assembly process of the above-mentioned device is cumbersome, especially in flood control work where batch assembly is required, which makes the above-mentioned device inconvenient to use.

[0005] Therefore, this utility model provides a flood control emergency assembly dike to solve the above problems. Utility Model Content

[0006] In view of the shortcomings of the existing technology, this utility model provides a flood control emergency assembly dike, which solves the above problems.

[0007] To achieve the above objectives, this utility model is implemented through the following technical solution: a flood control emergency prefabricated dike, including a dike body, support components installed on the left and right sides of the top wall of the dike body, connecting components installed on the top wall of the support components, splicing components installed on the front wall of the support components, and flood control plates installed on the front wall of the splicing components;

[0008] The splicing assembly includes a connecting plate, which is fixedly connected to the rear wall of the support assembly. Trapezoidal grooves are provided on both the left and right sides of the rear wall of the connecting plate. Trapezoidal strips are slidably installed on the inner walls of the two trapezoidal grooves. The rear walls of the two trapezoidal strips are fixedly connected to the front wall of the flood control board. The top walls of the two trapezoidal strips are fixedly installed with the same cover plate.

[0009] The support assembly includes two symmetrically arranged triangular brackets. Positioning columns are fixedly installed on the front and rear parts of the bottom wall of the two triangular brackets. The bottom wall of the two triangular brackets is in contact with the top wall of the dam. Positioning grooves are opened on the top wall of the dam at the positions corresponding to the positioning columns. The inner walls of several positioning grooves are in contact with and abut against the corresponding positioning columns.

[0010] Through the above technical solution, the splicing components can quickly splice the flood control panels in a short time, and the support components can stabilize the entire device on the dam body to form strong support.

[0011] Furthermore, the bottom wall of the cover plate is attached to the top wall of the connecting plate, and the two trapezoidal strips and the flood control plate are all provided with screw grooves. Fastening bolts are screwed into the front wall of the connecting plate at the position corresponding to the screw grooves. The two fastening bolts are screwed through the connecting plate and screwed into the inner wall of the corresponding screw groove for fixation.

[0012] The above technical solution enables secondary fixation of the flood control plate by fastening bolts through the connecting plate and screwing them into the bolt groove, thereby improving the installation stability.

[0013] Furthermore, the rear walls of both triangular brackets are fixedly connected to the front wall of the connecting plate, and several support rods are evenly fixedly installed on the adjacent side of the two triangular brackets.

[0014] Through the above technical solution, the cooperation between the triangular bracket and the support rod improves the strength of the entire support assembly and avoids deformation after impact.

[0015] Furthermore, the connecting component has two sets of symmetrically arranged interpenetrating columns, with two columns in each set. Limiting blocks are fixedly installed on the front and rear walls of several interpenetrating columns, and the same connecting block is fixedly installed on the adjacent side of the top of two interpenetrating columns in the same set.

[0016] The above technical solution involves using interlocking columns to connect and install adjacent triangular supports.

[0017] Furthermore, slots are provided on both the left and right sides of the outer wall of the two triangular brackets, and the inner walls of the two slots are fitted to the outer walls of the corresponding insertion columns.

[0018] Through the above technical solution, the insertion post is mainly used to be inserted into the slot to achieve pre-installation positioning.

[0019] Furthermore, limit grooves are provided on the top walls of the two through slots and at the positions of the corresponding limit blocks, and the inner walls of several limit grooves are in contact with the outer walls of the corresponding limit blocks.

[0020] Through the above technical solution, the position of the intersecting column is limited after the limiting groove and the limiting block fit together.

[0021] Furthermore, placement slots are provided on the inner sidewalls of the two through slots and at the positions corresponding to the connecting blocks, and the inner walls of the two placement slots are in contact with the outer walls of the corresponding connecting blocks.

[0022] With the above technical solution, after the two interpenetrating columns are connected to each other by the connecting block, the connecting block is located in the inner wall of the placement groove.

[0023] Beneficial effects

[0024] This utility model provides a flood control emergency assembly dike. Compared with the prior art, it has the following advantages:

[0025] (1) The flood control emergency assembly dike, through the cooperation of splicing components, support components and connecting components, can quickly assemble flood control panels into flood control sub-dikes. The splicing components make the overall splicing process short and simple, which is conducive to rapid construction in emergency situations. At the same time, the support components fix the entire device on the dike, improving the stability of the entire flood control sub-dike. During batch assembly, the connecting components quickly connect and limit adjacent triangular brackets, so that the flood control panels form a complete flood control sub-dike. Attached Figure Description

[0026] Figure 1 This is a schematic diagram of the external structure assembly of this utility model;

[0027] Figure 2 This is a front view of the external structure of this utility model;

[0028] Figure 3 This is an exploded view of the internal structure of the splicing component of this utility model;

[0029] Figure 4 This is an exploded view of the internal structure of the connecting component of this utility model;

[0030] Figure 5 This is a utility model Figure 3 Enlarged view of the structure at point A;

[0031] Figure 6 This is a utility model Figure 4 Enlarged view of the structure at point B.

[0032] In the diagram: 1. Embankment body; 2. Flood control board; 3. Splicing assembly; 31. Connecting plate; 32. Trapezoidal groove; 33. Cover plate; 34. Trapezoidal strip; 35. Threaded groove; 36. Fastening bolt; 4. Support assembly; 41. Triangular bracket; 42. Support rod; 43. Positioning post; 44. Positioning groove; 5. Connecting assembly; 51. Through slot; 52. Limiting groove; 53. Placement groove; 54. Through post; 55. Limiting block; 56. Connecting block. Detailed Implementation

[0033] 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 of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0034] Example 1:

[0035] Please see Figures 1-6 A flood control emergency prefabricated dike includes a dike body 1, support components 4 are installed on the left and right sides of the top wall of the dike body 1, connecting components 5 are installed on the top wall of the support components 4, splicing components 3 are installed on the front wall of the support components 4, and flood control board 2 is installed on the front wall of the splicing components 3.

[0036] The splicing component 3 includes a connecting plate 31, which is fixedly connected to the rear wall of the support component 4. Trapezoidal grooves 32 are provided on both the left and right sides of the rear wall of the connecting plate 31. Trapezoidal strips 34 are slidably installed on the inner walls of the two trapezoidal grooves 32. The rear walls of the two trapezoidal strips 34 are fixedly connected to the front wall of the flood control plate 2. The same cover plate 33 is fixedly installed on the top wall of the two trapezoidal strips 34. The bottom wall of the cover plate 33 is attached to the top wall of the connecting plate 31. The two trapezoidal strips 34 and the flood control plate 2 are provided with screw grooves 35. Fastening bolts 36 are screwed into the front wall of the connecting plate 31 at the position corresponding to the screw grooves 35. The two fastening bolts 36 are screwed through the connecting plate 31 and screwed into the inner wall of the corresponding screw grooves 35 for fixation.

[0037] The support component 4 includes two symmetrically arranged triangular brackets 41. Positioning posts 43 are fixedly installed on the front and rear parts of the bottom wall of the two triangular brackets 41. The bottom wall of the two triangular brackets 41 is attached to the top wall of the dam body 1. Positioning grooves 44 are opened on the top wall of the dam body 1 at the positions corresponding to the positioning posts 43. The inner walls of several positioning grooves 44 are attached to and abut against the corresponding positioning posts 43. The rear wall of the two triangular brackets 41 is fixedly connected to the front wall of the connecting plate 31. Several support rods 42 are evenly fixedly installed on the adjacent side of the two triangular brackets 41.

[0038] In this embodiment of the utility model, the purpose of this arrangement is that the splicing component 3 is set up so that the movable flood control plate 2 drives the trapezoidal strip 34 into the inner wall of the trapezoidal groove 32, so that the flood control plate 2 is installed at the position of the connecting plate 31, and after being screwed into the inner wall of the screw groove 35 by the fastening bolt 36, double limiting and fixing are achieved.

[0039] The support component 4 is set up to form a complete support structure through the assembly and connection of the triangular bracket 41 and the support rod 42, which improves the impact resistance of the entire device. The positioning column 43 is inserted into the inner wall of the positioning groove 44 reserved on the top wall of the dam body 1, so that the entire device is stable on the dam body 1.

[0040] Example 2:

[0041] Please see Figures 1-6 This embodiment provides a technical solution based on embodiment one: the connecting component 5 has two sets of symmetrically arranged through-posts 54, each set of through-posts 54 has two through-posts 54, and limit blocks 55 are fixedly installed on the front and rear walls of several through-posts 54. The same connecting block 56 is fixedly installed on the adjacent side of the top of two through-posts 54 in the same set. Through slots 51 are opened on the left and right sides of the outer walls of the two triangular brackets 41. The inner walls of the two through slots 51 are in contact with the outer walls of the corresponding through-posts 54. Limit grooves 52 are opened on the top walls of the two through slots 51 at the positions corresponding to the limit blocks 55. The inner walls of several limit grooves 52 are in contact with the outer walls of the corresponding limit blocks 55. Placement grooves 53 are opened on the inner side walls of the two through slots 51 at the positions corresponding to the connecting blocks 56. The inner walls of the two placement grooves 53 are in contact with the outer walls of the corresponding connecting blocks 56.

[0042] In this embodiment of the utility model, the purpose of this arrangement is that the connecting component 5 can be used to install and connect a batch of triangular brackets 41 during operation, so that multiple flood control plates 2 after installation can be combined and connected to form a complete flood control sub-dike, and the entire flood control sub-dike has good stress distribution.

[0043] Furthermore, any content not described in detail in this specification is existing technology known to those skilled in the art.

[0044] The working principle of this device is as follows: When it is necessary to assemble the flood control plate 2 during the flood season, the movable triangular bracket 41 first moves the support rod 42 to the top position of the dam body 1. By placing the positioning column 43 at the bottom of the triangular bracket 41 into the inner wall of the positioning groove 44 on the dam body 1, the entire support component 4 is installed and fixed, so that the support component 4 is at the top position of the dam body 1. Then, the movable flood control plate 2 moves the trapezoidal strip 34 into the inner wall of the trapezoidal groove 32 on the top wall of the connecting plate 31, and the flood control plate 2 is installed on the front wall of the connecting plate 31. At the same time, the trapezoidal strip 34 moves the covering plate 33 into the top wall position of the connecting plate 31 and fits it, thereby realizing the initial splicing and installation of the flood control plate 2. The fastening bolt 36 is screwed through the connecting plate 31 and screwed into the inner wall of the screw groove 35 to further install and fix the flood control plate 2, so that the flood control plate 2 is installed at the top position of the dam body 1.

[0045] When installing flood control boards 2 in batches, the connecting component 5 needs to connect and limit the multiple linearly arranged triangular brackets 41. The movable insert post 54 drives the limiting block 55 and the connecting block 56 to move, so that the insert post 54 is inserted into the inner wall of the slot 51 on the top wall of the triangular bracket 41. At the same time, the limiting block 55 is inserted into the inner wall of the limiting groove 52 to limit the position of the insert post 54. Meanwhile, the connecting block 56 enters the inner wall of the placement groove 53 to connect and limit the two adjacent triangular brackets 41. Finally, the batch of flood control boards 2 are connected and fixed.

[0046] The installation and connection of this device is relatively simple and the splicing process is short. It can quickly achieve large-scale installation and fixation during the flood season. With the cooperation of splicing component 3, support component 4 and connecting component 5, the flood control board 2 forms a complete flood barrier.

[0047] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0048] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A flood control emergency prefabricated dike, characterized in that: The dam body (1) includes a support assembly (4) installed on the left and right sides of the top wall of the dam body (1), a connecting assembly (5) installed on the top wall of the support assembly (4), a splicing assembly (3) installed on the front wall of the support assembly (4), and a flood control board (2) installed on the front wall of the splicing assembly (3). The splicing component (3) includes a connecting plate (31), which is fixedly connected to the rear wall of the support component (4). Trapezoidal grooves (32) are provided on both the left and right sides of the rear wall of the connecting plate (31). Trapezoidal strips (34) are slidably installed on the inner walls of the two trapezoidal grooves (32). The rear walls of the two trapezoidal strips (34) are fixedly connected to the front wall of the flood control board (2). The top walls of the two trapezoidal strips (34) are fixedly installed with the same cover plate (33). The support component (4) includes two symmetrically arranged triangular brackets (41). Positioning columns (43) are fixedly installed on the front and rear parts of the bottom wall of the two triangular brackets (41). The bottom wall of the two triangular brackets (41) is attached to the top wall of the dam body (1). Positioning grooves (44) are opened on the top wall of the dam body (1) at the positions corresponding to the positioning columns (43). The inner walls of several positioning grooves (44) are attached to and abut against the corresponding positioning columns (43) and fixed.

2. The flood control emergency prefabricated dike according to claim 1, characterized in that: The bottom wall of the cover plate (33) is attached to the top wall of the connecting plate (31). The two trapezoidal strips (34) and the flood control plate (2) are all provided with screw grooves (35). The front wall of the connecting plate (31) and the position corresponding to the screw groove (35) are all screwed with fastening bolts (36). The two fastening bolts (36) are screwed through the connecting plate (31) and screwed to the inner wall of the corresponding screw groove (35) for fixation.

3. The flood control emergency prefabricated dike according to claim 1, characterized in that: The rear walls of both triangular brackets (41) are fixedly connected to the front wall of the connecting plate (31), and several support rods (42) are evenly fixedly installed on the adjacent side of the two triangular brackets (41).

4. The flood control emergency assembly dike according to claim 1, characterized in that: The connecting component (5) has two sets of symmetrically arranged through-posts (54), with two through-posts (54) in each set. Limiting blocks (55) are fixedly installed on the front and rear walls of several through-posts (54). The same connecting block (56) is fixedly installed on the adjacent side of the top of two through-posts (54) in the same set.

5. The flood control emergency prefabricated dike according to claim 1, characterized in that: Both of the two triangular brackets (41) have through slots (51) on their left and right sides, and the inner walls of the two through slots (51) are in contact with the outer walls of the corresponding through posts (54).

6. The flood control emergency assembly dike according to claim 5, characterized in that: Limiting grooves (52) are provided on the top walls of the two through slots (51) and at the positions corresponding to the limiting blocks (55), and the inner walls of the several limiting grooves (52) are in contact with the outer walls of the corresponding limiting blocks (55).

7. The flood control emergency prefabricated dike according to claim 5, characterized in that: The inner walls of the two through slots (51) and the corresponding positions of the connecting blocks (56) are provided with placement slots (53), and the inner walls of the two placement slots (53) are in contact with the outer walls of the corresponding connecting blocks (56).

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