Dam anti-collapse reinforcing device for water conservancy construction

Abstract

The utility model relates to a dam collapse prevention reinforcing device for water conservancy construction, and belongs to the technical field of water conservancy dams. The technical scheme mainly solves the problem that time and labor are wasted due to the fact that a reinforcing partition plate beside needs to be detached when a damaged reinforcing partition plate is replaced. Comprising a reinforcing partition plate body, a first connecting block and a second connecting block are fixedly connected to the two sides of the reinforcing partition plate body respectively, through holes are formed in the surface of the first connecting block and the surface of the second connecting block, and a connecting mechanism is installed over the first connecting block and the second connecting block. Through cooperation of the first connecting block, the second connecting block, the through hole and the connecting mechanism, the reinforcing partition plate can be independently installed, through the arrangement of the mode, it is achieved that when a damaged reinforcing partition plate is replaced, the reinforcing partition plate beside does not need to be detached, and the replacement efficiency is improved. The problem that time and labor are wasted due to the fact that the adjacent reinforcing partition plates need to be detached when damaged reinforcing partition plates are replaced is solved, and construction difficulty of the reinforcing device is further lowered.

Description

Technical Field

[0001] The utility model relates to the technical field of water conservancy dams, in particular to a dam anti-collapse reinforcement device for water conservancy construction. Background Technique

[0002] Water conservancy project dikes are used to protect riverbanks, riverbanks, coasts and other shorelines, improve the ability of the dike slope to resist water flow impact, and prevent the soil and stone structure inside the dike from being washed by water flow. In order to resist the huge water flow during the flood season, it is often necessary to reinforce the dike structure, so as to further enhance the anti-scouring ability and anti-deformation ability of the dike.

[0003] For example, in the prior art, the patent with the Chinese patent authorization number CN215669317U, application date: August 19, 2021, and name: a dike reinforcement device for water conservancy projects. The reinforcement device includes a reinforcement grid plate laid on the dike slope. A clamping mechanism is arranged between two transverse reinforcement grid plates, and the clamping mechanism includes a clamping block and a clamping seat. The clamping block and the clamping seat are respectively located on the adjacent sides of two adjacent reinforcement grid plates; a slot is opened on the side surface of the clamping seat, and a jack communicating with the outer side surface of the clamping seat is opened on the inner side surface of the slot; a block groove is opened on the clamping block, and an insertion block is slidably connected in the block groove; the clamping block is inserted into the slot, and the insertion block is inserted into the jack. This application has the effect of enabling the connection between two reinforcement grid plates to be more stable, improving the reinforcement effect of the reinforcement device on the dike, and reducing the possibility of the dike collapsing when being impacted by water flow.

[0004] However, the above patent still has deficiencies. Since multiple reinforcement partitions are butt-jointed with each other, when one of the reinforcement partitions is damaged, it is necessary to disassemble the adjacent reinforcement partition when replacing the damaged partition, resulting in the problem that it is time-consuming and laborious to replace the damaged reinforcement partition, and further increasing the construction difficulty of the reinforcement device.

[0005] Therefore, we propose a dam anti-collapse reinforcement device for water conservancy construction. Content of the Utility Model

[0006] The purpose of the utility model is to provide a dam anti-collapse reinforcement device for water conservancy construction to solve the problems raised in the above background technique.

[0007] To solve the above technical problems, the present utility model provides the following technical solution: A dam anti-collapse reinforcement device for water conservancy construction, including a reinforcement partition body, on both sides of the reinforcement partition body are respectively fixedly connected with a connecting block one and a connecting block two, through holes are opened on the surfaces of the connecting block one and the connecting block two, and a connecting mechanism is installed directly above the connecting block one and the connecting block two; wherein the connecting mechanism includes a connecting cover plate located above the reinforcement partition body and the connecting block one, a positioning pin is fixedly connected to the bottom of the connecting cover plate, the positioning pin is used for being sleeved in the reinforcement partition body and the connecting block one, a counterbore is opened on the top of the connecting cover plate, and a locking assembly is penetrated and connected inside the counterbore.

[0008] Further, the locking assembly is composed of a screw and a rotating cap, the screw is fixed at the bottom of the rotating cap, and an internal hexagonal groove is opened on the top of the rotating cap.

[0009] Further, a rubber blocking piece is arranged on the top of the rotating cap, a rubber plug is fixedly connected to the bottom of the rubber blocking piece, and the rubber plug is in an interference fit with the internal hexagonal groove.

[0010] Further, a docking groove is fixedly connected to one side of the connecting block two, a docking block is fixedly connected to one side of the connecting block one, and the internal dimensions of the docking block and the docking groove are adapted to each other.

[0011] Further, a positioning block is fixedly connected to the bottom of the connecting cover plate, and an opening groove adapted to the positioning block is opened on the reinforcement partition body and the connecting block one.

[0012] Further, a reinforcing rib is fixedly connected inside the reinforcement partition body, and a plurality of planting openings are formed between the reinforcing rib and the inside of the reinforcement partition body.

[0013] Compared with the prior art, the beneficial effects achieved by the present utility model are:

[0014] Through the cooperation among the connecting block one, the connecting block two, the through hole and the connecting mechanism, the present utility model can independently install the reinforcement partition, and through such a setting, when replacing a damaged reinforcement partition, it is not necessary to disassemble the adjacent reinforcement partitions, avoiding the time-consuming and laborious problem of disassembling the adjacent reinforcement partitions when replacing a damaged reinforcement partition, and further reducing the construction difficulty of the reinforcement device.

[0015] Through the cooperation among the connecting cover plate, the positioning pin, the counterbore and the locking assembly, the present utility model can assist in connecting multiple groups of reinforcement partitions, and through such a setting, when connecting multiple groups of reinforcement partitions, the connection strength can be ensured, preventing the insufficient strength during the connection of multiple groups of reinforcement partitions from affecting the dam reinforcement strength, and further reducing the possibility of collapse when the dike is impacted by water flow. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The accompanying drawings are used to provide a further understanding of the present utility model and form a part of the specification. Together with the embodiments of the present utility model, they are used to explain the present utility model and do not constitute a limitation to the present utility model. In the drawings:

[0017] Figure 1 is a three-dimensional schematic diagram of an embodiment of the present utility model;

[0018] Figure 2 is a schematic structural diagram of a connecting mechanism of an embodiment of the present utility model;

[0019] Figure 3 is a top-view structural schematic diagram of a connecting cover plate of an embodiment of the present utility model;

[0020] Figure 4 is a schematic structural diagram of a locking assembly of an embodiment of the present utility model.

[0021] In the figure: 1. Reinforcement partition body; 2. First connecting block; 3. Second connecting block; 4. Through hole; 5. Connecting mechanism; 51. Connecting cover plate; 52. Positioning pin; 53. Counterbore; 54. Locking assembly; 541. Screw; 542. Rotating cap; 543. Hexagonal socket; 544. Rubber retaining piece; 545. Rubber plug; 55. Positioning block; 6. Docking groove; 7. Docking block; 8. Reinforcement rib; 9. Planting port. Specific embodiments

[0022] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the 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 shall fall within the protection scope of the present utility model.

[0023] Please refer to Figures 1 - 4, the present utility model provides a technical solution: a dike anti-collapse reinforcement device for water conservancy construction, including a reinforcement partition body 1. On both sides of the reinforcement partition body 1, a connecting block one 2 and a connecting block two 3 are respectively fixedly connected. Through holes 4 are provided on the surfaces of the connecting block one 2 and the connecting block two 3. Above the connecting block one 2 and the connecting block two 3, a connecting mechanism 5 is installed; among them, the connecting mechanism 5 includes a connecting cover plate 51 located above the reinforcement partition body 1 and the connecting block one 2. A positioning pin 52 is fixedly connected to the bottom of the connecting cover plate 51. The positioning pin 52 is used to be sleeved in the reinforcement partition body 1 and the connecting block one 2. A counterbore 53 is provided on the top of the connecting cover plate 51. A locking assembly 54 is connected through the inside of the counterbore 53. By inserting the connecting cover plate 51 above the connecting block one 2 and the connecting block two 3, the gap between two reinforcement partition bodies 1 can be filled, thereby improving the aesthetics between the reinforcement partition body 1 and the connecting block one 2, and at the same time, it can prevent the bolts from being directly exposed outside and affecting the service life.

[0024] According to Figure 2 , Figure 3 and Figure 4 it can be known that the locking assembly 54 is composed of a screw 541 and a rotating cap 542. The screw 541 is fixed to the bottom of the rotating cap 542. An internal hexagonal groove 543 is provided on the top of the rotating cap 542. By rotating the rotating cap 542 at the top of the screw 541, it sequentially penetrates through the counterbore 53 and the inside of the connecting block two 3, and then is inserted into the dike, so that the connecting block one 2 and the connecting block two 3 can be tightly fixed on the surface of the dike. With the opening of the internal hexagonal groove 543, it is convenient for an external hexagonal rod to be inserted and rotated for fixation.

[0025] According to Figure 4 it can be known that a rubber blocking piece 544 is provided on the top of the rotating cap 542. A rubber plug 545 is fixedly connected to the bottom of the rubber blocking piece 544. The rubber plug 545 is in an interference fit with the internal hexagonal groove 543. With the setting of the rubber blocking piece 544, it can block the top of the counterbore 53 on the top of the connecting cover plate 51, so as to prevent the rotating cap 542 from being directly exposed to the outside and affecting the service life. Then, by inserting the rubber plug 545 into the internal hexagonal groove 543, it can prevent sludge from falling into the internal hexagonal groove 543, thereby increasing the construction difficulty during disassembly.

[0026] According to Figure 1 it can be known that a docking groove 6 is fixedly connected to one side of the connecting block two 3. A docking block 7 is fixedly connected to one side of the connecting block one 2. The internal dimensions of the docking block 7 and the docking groove 6 are adapted to each other. With the opening of the docking groove 6 on the side wall of the connecting block two 3, when the connecting block one 2 and the connecting block two 3 are docked, the docking block 7 of the connecting block one 2 can be inserted into the docking groove 6, thereby completing the quick positioning and installation between the connecting block one 2 and the connecting block two 3.

[0027] According to Figure 2 It can be seen that a positioning block 55 is fixedly connected to the bottom of the connecting cover plate 51. The reinforcing partition body 1 and the first connecting block 2 are provided with opening grooves adapted to the positioning block 55. Through the opening of the positioning block 55 at the bottom of the connecting cover plate 51, it can be inserted into the opening grooves opened at the tops of the reinforcing partition body 1 and the first connecting block 2, so as to strengthen the connection effect between the first connecting block 2, the second connecting block 3 and the connecting mechanism 5.

[0028] According to Figure 1 It can be seen that a reinforcing rib 8 is fixedly connected inside the reinforcing partition body 1. The reinforcing rib 8 and the inside of the reinforcing partition body 1 form several planting openings 9. Through the reinforcing rib 8, the strength inside the reinforcing partition body 1 can be strengthened, and through the opening of the planting openings 9, local green plants can be planted for beautification.

[0029] The working principle of the present utility model: When assembling multiple reinforcing partition bodies 1 with each other, the first connecting block 2 on one side of the reinforcing partition body 1 is docked with the second connecting block 3 on one side of another reinforcing partition body 1, and then the connecting mechanism 5 is used to connect directly above the first connecting block 2 and the second connecting block 3. Since the connecting cover plate 51 is located directly above the first connecting block 2 and the second connecting block 3, it can fill the gap between the two reinforcing partition bodies 1, thereby improving the aesthetics. With the positioning pin 52 fixedly arranged at the bottom of the connecting cover plate 51, it can be inserted into the through holes 4 opened in the first connecting block 2 and the second connecting block 3. Then, the locking assembly 54 penetrates into the counterbore 53, the positioning pin 52 and the second connecting block 3, and finally is rotatably connected to the inside of the dam, so as to fix the reinforcing partition body 1 on the dam, thereby strengthening the dam and preventing the dam from being prone to collapse problems.

[0030] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variant thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not expressly listed, or also includes elements inherent to such process, method, article or device.

[0031] Finally, it should be noted that the above are only the preferred embodiments of the present utility model and are not used to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A dam anti-collapse reinforcement device for water conservancy construction, characterized in that: It includes a reinforced partition body (1). On both sides of the reinforced partition body (1), a first connecting block (2) and a second connecting block (3) are fixedly connected respectively. Through holes (4) are formed on the surfaces of the first connecting block (2) and the second connecting block (3). Above the first connecting block (2) and the second connecting block (3), a connecting mechanism (5) is installed. Among them, the connecting mechanism (5) includes a connecting cover plate (51) located above the reinforced partition body (1) and the first connecting block (2). A positioning pin (52) is fixedly connected to the bottom of the connecting cover plate (51). The positioning pin (52) is used to be sleeved in the reinforced partition body (1) and the first connecting block (2). A counterbore (53) is formed on the top of the connecting cover plate (51). A locking assembly (54) is connected through the inside of the counterbore (53).

2. The embankment anti-collapse reinforcement device for water conservancy construction according to claim 1, characterized in that: The locking assembly (54) is composed of a screw (541) and a rotating cap (542). The screw (541) is fixed to the bottom of the rotating cap (542). An internal hexagonal groove (543) is formed on the top of the rotating cap (542).

3. A dam anti-collapse reinforcement device for water conservancy construction according to claim 2, characterized in that: A rubber blocking piece (544) is arranged on the top of the rotating cap (542). A rubber plug (545) is fixedly connected to the bottom of the rubber blocking piece (544). The rubber plug (545) is in a transition fit with the internal hexagonal groove (543).

4. A dam anti-collapse reinforcement device for water conservancy construction according to claim 1, characterized in that: A docking groove (6) is fixedly connected to one side of the second connecting block (3). A docking block (7) is fixedly connected to one side of the first connecting block (2). The docking block (7) is adapted to the internal dimension of the docking groove (6).

5. A dam anti-collapse reinforcement device for water conservancy construction according to claim 1, characterized in that: A positioning block (55) is fixedly connected to the bottom of the connecting cover plate (51). Open slots adapted to the positioning block (55) are respectively formed on the reinforced partition body (1) and the first connecting block (2).

6. The anti-collapse reinforcement device for a dam in water conservancy construction according to claim 1, characterized in that: Reinforcing ribs (8) are fixedly connected inside the reinforced partition body (1). A plurality of planting openings (9) are formed inside the reinforced partition body (1) together with the reinforcing ribs (8).

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