Detachable supporting structure for reinforcing flood control dam

Abstract

The utility model discloses a detachable supporting structure for flood control dam reinforcement, and relates to the technical field of flood control dam reinforcement. The device comprises a bottom plate, the bottom of the bottom plate is fixedly connected with two first fixing piles, the two first fixing piles are symmetrically arranged, the front face of the bottom plate is fixedly connected with a connecting block, the left side of the connecting block is fixedly connected with a fixing column, and the top of the bottom plate is provided with a limiting groove. According to the device, the sliding blocks are arranged, specifically, the check blocks are lifted, then the sliding blocks are pulled out, limitation on the first partition plates can be relieved, then the first fixing plates are pulled out, the first partition plates can be pulled out from the limiting grooves, the structure can be detached, and workers can detach and maintain the device conveniently; the working difficulty of workers is reduced, the working efficiency is improved, when the structure is not used, the device can be quickly disassembled, and the overall convenience of the device is improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of flood control dike reinforcement, and particularly relates to a detachable support structure for flood control dike reinforcement. Background Technique

[0002] A flood control dam refers to a dam built to prevent river water from overflowing and endangering people's lives and property. The main materials are cement, concrete, etc. Due to factors such as construction costs and geographical characteristics, earth dams are relatively more numerous than other types of dams because they are easy to construct and have low costs. When reinforcing them, a support structure is often required.

[0003] However, general support structures are not convenient to disassemble. Not only is it inconvenient to disassemble and repair them, but also when the structure is not needed, a large amount of manpower and time are required for disassembly, and the structure will be damaged and cannot be recycled, wasting a large amount of resources. Therefore, we propose a detachable support structure for flood control dike reinforcement. Content of the Utility Model

[0004] The purpose of the utility model is to provide a detachable support structure for flood control dike reinforcement. By lifting the stopper and then pulling out the slider, the restriction on a plurality of partition plates I can be released. Subsequently, by pulling the fixing plate I, a plurality of partition plates I can be pulled out from the limiting groove, making the structure detachable and facilitating the staff to disassemble and repair the device. This solves the problem that the existing support structure is not convenient to disassemble. Not only is it inconvenient to disassemble and repair it, but also when the structure is not needed, a large amount of manpower and time are required for disassembly, and the structure will be damaged and cannot be recycled, wasting a large amount of resources.

[0005] To solve the above technical problems, the utility model is realized through the following technical solutions:

[0006] The utility model relates to a detachable support structure for flood control dam reinforcement, which comprises a bottom plate. A first fixed pile is fixedly connected to the bottom of the bottom plate. The number of the first fixed piles is two, and the two first fixed piles are symmetrically arranged. A connecting block is fixedly connected to the front of the bottom plate. A fixed column is fixedly connected to the left side of the connecting block. A limiting groove is formed in the top of the bottom plate. A blocking block is in contact with the inner wall of the limiting groove. A sliding block is in contact with the back of the blocking block. A first partition plate is arranged on the back of the sliding block. The top of the first partition plate is in contact with a first fixing plate. A limiting groove is formed in the top of the fixed column. By arranging the sliding block, specifically, by lifting the blocking block and then pulling out the sliding block, the restriction on a plurality of first partition plates can be released. Then, by pulling the first fixing plate, a plurality of first partition plates can be pulled out from the limiting groove, so that the structure can be disassembled, which is convenient for the staff to disassemble and repair the device, reduces the work difficulty of the staff, improves the work efficiency, and can also quickly disassemble the structure when it is not in use, thus improving the overall convenience of the device.

[0007] Further, a sliding groove is formed in the front of the bottom plate. The inner wall of the sliding groove is in contact with the bottom of the sliding block. A top plate is fixedly connected to the back of the sliding block. The back of the top plate is in contact with the front of the first partition plate. Two fixing holes are formed in the top of the bottom plate on one side close to the top plate. The two fixing holes are symmetrically arranged with the top plate as the center. The formation of the sliding groove can limit the sliding block inside it to prevent it from shifting or being misaligned.

[0008] Further, two handles are fixedly connected to the front of the fixed column. The two handles are symmetrically arranged with the connecting block as the center. The inner wall of the limiting groove is in contact with the outer surface of the first partition plate. The arrangement of the handles can facilitate the staff to perform the final disassembly of the device and improve the convenience of the device.

[0009] Further, two limiting columns are fixedly connected to the bottom of the first fixing plate. The bottoms of the limiting columns are in contact with the inner walls of the fixing holes. The two limiting columns are symmetrically arranged. The arrangement of the limiting columns can limit a plurality of limiting rings together to make the fixation of the first partition plate more firm.

[0010] Further, a second fixing plate is fixedly connected to the back surface of the first partition board. A limiting ring is fixedly connected to the front surface of the first partition board. The inner wall of the limiting ring is in contact with the outer surface of the limiting column. The number of the first partition boards is several, and the several first partition boards are arranged in a vertical array. The number of the second fixing plates is several, and the several second fixing plates are arranged in a vertical array. The bottom of the fixing column is fixedly connected with two second fixing piles, and the two second fixing piles are symmetrically arranged with the first partition board as the center. By setting the first partition board in the present utility model, specifically, several first partition boards and second partition boards are stacked inside the limiting groove, which can not only protect the first partition board, but also prevent floodwater from seeping into the flood control area of the flood control dam. At the same time, the matching of the limiting column and several limiting rings can make the structure more firm. At the same time, the slider can also completely fit and support the top plate on several first partition boards and second partition boards to reinforce them secondly and support the whole structure.

[0011] Further, a threaded hole is formed in the front surface of the first partition board, and a screw is threadedly connected to the inner wall of the threaded hole. The bottom of the first partition board is in contact with a second partition board. The number of the second partition boards is several, and the several second partition boards are arranged in a vertical array. The setting of the second partition board can protect the first partition board and prevent seepage of the dam.

[0012] The present utility model has the following beneficial effects:

[0013] 1. By setting the slider in the present utility model, specifically, by lifting the blocking block and then pulling out the slider, the restriction on several first partition boards can be released. Then, by pulling the first fixing plate, several first partition boards can be pulled out from the limiting groove, so that the structure can be disassembled, which is convenient for the staff to disassemble and repair the device, reduces the work difficulty of the staff, improves the work efficiency, and can also quickly disassemble the structure when it is not in use, improving the overall convenience of the device.

[0014] 2. By setting the first partition board in the present utility model, specifically, several first partition boards and second partition boards are stacked inside the limiting groove, which can not only protect the first partition board, but also prevent floodwater from seeping into the flood control area of the flood control dam. At the same time, the matching of the limiting column and several limiting rings can make the structure more firm. At the same time, the slider can also completely fit and support the top plate on several first partition boards and second partition boards to reinforce them secondly and support the whole structure.

[0015] Of course, it is not necessary for any product implementing the present utility model to achieve all the above advantages simultaneously. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] To more clearly illustrate the technical solutions of the embodiments of the present utility model, the following will briefly introduce the drawings required for the description of the embodiments. Obviously, the drawings in the following description are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.

[0017] Figure 1 Structural schematic diagram of the first fixing pile of the present utility model;

[0018] Figure 2 Structural schematic diagram of the top plate of the present utility model;

[0019] Figure 3 Structural schematic diagram of the limit post of the present utility model;

[0020] Figure 4 Structural schematic diagram of the first partition of the present utility model;

[0021] Figure 5 For the present utility model Figure 4 Enlarged structural schematic diagram of A in.

[0022] In the drawings, the list of components represented by each label is as follows:

[0023] 1. Bottom plate; 11. First fixing pile; 12. Connecting block; 121. Fixing column; 2. Slideway; 21. Slide block; 211. Top plate; 22. Fixing hole; 23. Stopper; 3. Handle; 31. Limit groove; 32. Limit post; 321. First fixing plate; 4. First partition; 41. Second fixing plate; 42. Second fixing pile; 43. Limit ring; 5. Threaded hole; 51. Screw; 52. Second partition. Specific embodiments

[0024] The following will clearly and completely describe the technical solutions in the embodiments of the present utility model in conjunction with the drawings in the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, rather than 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 efforts belong to the scope of protection of the present utility model.

[0025] Please refer to Figures 1-5As shown in the figure, the utility model relates to a detachable support structure for flood control dike reinforcement, which includes a bottom plate 1. A first fixed pile 11 is fixedly connected to the bottom of the bottom plate 1. The number of the first fixed piles 11 is two, and the two first fixed piles 11 are symmetrically arranged. A connecting block 12 is fixedly connected to the front of the bottom plate 1. A fixed column 121 is fixedly connected to the left side of the connecting block 12. A limiting groove is opened at the top of the bottom plate 1. A stop block 23 is in contact with the inner wall of the limiting groove. The back of the stop block 23 is in contact with a slider 21. A first partition 4 is arranged on the back of the slider 21. The top of the first partition 4 is in contact with a first fixing plate 321. A limiting groove 31 is opened at the top of the fixed column 121. By setting the slider 21, specifically, by lifting the stop block 23 and then pulling out the slider 21, the restriction on a plurality of first partitions 4 can be released. Then, by pulling the first fixing plate 321, a plurality of first partitions 4 can be pulled out from the limiting groove 31, making the structure detachable, which is convenient for the staff to disassemble and repair the device, reduces the work difficulty of the staff, improves the work efficiency, and can also quickly disassemble it when the structure is not in use, improving the overall convenience of the device.

[0026] A slideway 2 is opened on the front of the bottom plate 1. The inner wall of the slideway 2 is in contact with the bottom of the slider 21. A top plate 211 is fixedly connected to the back of the slider 21. The back of the top plate 211 is in contact with the front of the first partition 4. Two fixing holes 22 are opened on one side of the top of the bottom plate 1 close to the top plate 211. The number of the two fixing holes 22 is two, and the two fixing holes 22 are symmetrically arranged with the top plate 211 as the center.

[0027] Two handles 3 are fixedly connected to the front of the fixed column 121. The number of the two handles 3 is two, and the two handles 3 are symmetrically arranged with the connecting block 12 as the center. The inner wall of the limiting groove 31 is in contact with the outer surface of the first partition 4.

[0028] Two limiting columns 32 are fixedly connected to the bottom of the first fixing plate 321. The bottom of the limiting column 32 is in contact with the inner wall of the fixing hole 22. The number of the two limiting columns 32 is two, and the two limiting columns 32 are symmetrically arranged.

[0029] On the back of the first partition 4, there is a second fixing plate 41 fixedly connected. On the front of the first partition 4, there is a limiting ring 43 fixedly connected. The inner wall of the limiting ring 43 is in contact with the outer surface of the limiting column 32. The number of the first partitions 4 is several, and several first partitions 4 are arranged in a vertical array. The number of the second fixing plates 41 is several, and several second fixing plates 41 are arranged in a vertical array. At the bottom of the fixing column 121, there is a second fixing pile 42 fixedly connected. The number of the second fixing piles 42 is two, and the two second fixing piles 42 are symmetrically arranged with the first partition 4 as the center. By setting the first partition 4 in the present utility model, specifically, several first partitions 4 and the second partition 52 are stacked inside the limiting groove 31, which can not only protect the first partition 4, but also prevent the flood control dike from seeping water into the flood control part. At the same time, the adaptation of the limiting column 32 and several limiting rings 43 can make the structure more firm. At the same time, the slider 21 can also completely fit and press the top plate 211 against several first partitions 4 and the second partition 52 for secondary reinforcement and support the overall structure.

[0030] On the front of the first partition 4, there is a threaded hole 5. Inside the threaded hole 5, there is a screw 51 threadedly connected. At the bottom of the first partition 4, there is a second partition 52 in contact. The number of the second partitions 52 is several, and several second partitions 52 are arranged in a vertical array.

[0031] A specific application of this embodiment is as follows: Place the bottom plate 1 and the fixing column 121 in appropriate positions. Then, under the action of the first fixing pile 11 and the second fixing pile 42, the device can be rammed into the ground. Subsequently, several first partitions 4 and several second partitions 52 can be stacked in the limiting groove 31. This not only facilitates the staff to select the required reinforcement height, but also the setting of the second partition 52 can protect the first partition 4. At the same time, it can also prevent floodwater from seeping into the flood control area of the flood control dike. After stacking is completed, the limiting column 32 can be inserted into several vertically arranged limiting rings 43, which not only reinforces the first partition 4 and the second partition 52, but also restricts the first partition 4. After insertion, the limiting column 32 will enter the fixing hole 22, making it restricted and preventing it from falling off easily. Then, the slider 21 and the top plate 211 are pushed into the slideway 2, so that the top plate 211 completely fits and abuts against several first partitions 4 and second partitions 52. Then, the stop block 23 is inserted into the limiting groove to perform secondary reinforcement and support the overall structure. If it is necessary to repair or replace the first partition 4 of the device or when it is necessary to remove the device, by lifting the stop block 23 and then pulling out the slider 21, the restriction on several first partitions 4 can be released. Then, by pulling the first fixing plate 321, the limiting column 32 is released from the restriction of several limiting rings 43, and the first partition 4 can be pulled out from the limiting groove 31. After all the first partitions 4 and second partitions 52 are disassembled, the total weight of the fixing column 121 and the bottom plate 1 will decrease. The staff can then lift the handle 3 and tilt the bottom plate 1 at the same time to complete the overall disassembly of the device, which is convenient for the staff to disassemble and repair the device, reduces the work difficulty of the staff, improves work efficiency, and can also quickly disassemble it when the structure is not in use, improving the overall convenience of the device.

[0032] In the description of this specification, the description referring to terms such as "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in connection with this embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in a suitable manner in any one or more embodiments or examples.

[0033] The preferred embodiments of the present utility model disclosed above are only used to help illustrate the present utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the present utility model to the specific embodiments described. Obviously, many modifications and variations can be made according to the content of this specification. These embodiments are selected and specifically described in this specification in order to better explain the principle and practical application of the present utility model, so that those skilled in the relevant art can well understand and utilize the present utility model. The present utility model is only limited by the claims and their full scope and equivalents.

Claims

1. A detachable support structure for flood control dam reinforcement, including a bottom plate (1), a first fixing pile (11) is fixedly connected to the bottom of the bottom plate (1), the number of the first fixing piles (11) is two, and the two first fixing piles (11) are symmetrically arranged. A connecting block (12) is fixedly connected to the front of the bottom plate (1), and it is characterized in that; A fixing column (121) is fixedly connected to the left side of the connecting block (12). A limiting groove is formed in the top of the bottom plate (1), a stopper (23) is in contact with the inner wall of the limiting groove, a slider (21) is in contact with the back of the stopper (23), a first partition plate (4) is arranged on the back of the slider (21), a first fixing plate (321) is in contact with the top of the first partition plate (4), and a limiting groove (31) is formed in the top of the fixing column (121).

2. The detachable support structure for flood control dike reinforcement according to claim 1, characterized in that, A slideway (2) is formed in the front of the bottom plate (1), the inner wall of the slideway (2) is in contact with the bottom of the slider (21), a top plate (211) is fixedly connected to the back of the slider (21), the back of the top plate (211) is in contact with the front of the first partition plate (4), two fixing holes (22) are formed in the top of the bottom plate (1) on one side close to the top plate (211), and the two fixing holes (22) are symmetrically arranged with the top plate (211) as the center.

3. The detachable support structure for flood control dam reinforcement according to claim 2, characterized in that, Two handles (3) are fixedly connected to the front of the fixing column (121), and the two handles (3) are symmetrically arranged with the connecting block (12) as the center. The inner wall of the limiting groove (31) is in contact with the outer surface of the first partition plate (4).

4. The detachable support structure for flood control dike reinforcement according to claim 3, characterized in that A limiting column (32) is fixedly connected to the bottom of the first fixing plate (321), the bottom of the limiting column (32) is in contact with the inner wall of the fixing hole (22), the number of the limiting columns (32) is two, and the two limiting columns (32) are symmetrically arranged.

5. The detachable support structure for flood control dike reinforcement according to claim 4, characterized in that, A second fixing plate (41) is fixedly connected to the back of the first partition plate (4), a limiting ring (43) is fixedly connected to the front of the first partition plate (4), the inner wall of the limiting ring (43) is in contact with the outer surface of the limiting column (32), and the number of the first partition plates (4) is several.

6. The detachable support structure for flood control dike reinforcement according to claim 5, characterized in that, Several first partition plates (4) are arranged in a vertical array, the number of the second fixing plates (41) is several, and several second fixing plates (41) are arranged in a vertical array. A second fixing pile (42) is fixedly connected to the bottom of the fixing column (121), the number of the second fixing piles (42) is two, and the two second fixing piles (42) are symmetrically arranged with the first partition plate (4) as the center.

7. The detachable support structure for flood control dike reinforcement according to claim 6, characterized in that, A threaded hole (5) is formed in the front of the first partition plate (4), a screw (51) is threadedly connected to the inner wall of the threaded hole (5), the bottom of the first partition plate (4) is in contact with a second partition plate (52), the number of the second partition plates (52) is several, and several second partition plates (52) are arranged in a vertical array.

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