Novel water conservancy and hydropower engineering foundation reinforcing device

Abstract

The utility model discloses a novel water conservancy and hydropower engineering foundation reinforcing device, be applied to dam body dam slope reinforcement, include: reinforcing frame, fixed plate, reinforcing mechanism and push mechanism, a plurality of reinforcing frame fixed mounting is in the dam slope end of dam body, reinforcing mechanism sets up in the installation groove, and reinforcing mechanism includes perfusion part and reinforcing part, and perfusion part is connected with the installation groove and inserts, and the reinforcing part is hinged with the one end of perfusion part away from reinforcing frame, the utility model discloses through being provided with reinforcing frame mechanism in the dam slope end of dam body, places reinforcing frame in the dam slope end of dam body, makes reinforcing mechanism and dam slope insert connection, pulls draw bar, moves through draw bar and drives push block, rotates through push block and drives push board, rotates through push board and drives reinforcing plate, makes reinforcing plate and push board mutual stacking and with dam slope inner wall and fits, and then makes reinforcing frame and dam slope body fixed connection, carries out the reinforcement to dam slope through reinforcing frame.

Description

Technical Field

[0001] This utility model relates to the field of water conservancy and hydropower engineering technology, and in particular to a novel foundation reinforcement device for water conservancy and hydropower engineering. Background Technology

[0002] Dams are crucial structures in water conservancy projects, primarily functioning to control water flow, store water, and prevent floods. The design, construction, and maintenance of dams are of great significance for water resource management, flood control, and ecological protection.

[0003] Existing dikes typically use protective nets to stabilize the soil on their slopes to prevent soil erosion. However, the effectiveness of these nets in stabilizing the dike slopes is limited. In severe weather conditions such as heavy rain, they cannot effectively stabilize the soil on the dike slopes, leading to soil erosion and affecting the overall stability of the dike. Therefore, this proposal suggests a new type of foundation reinforcement device for water conservancy and hydropower projects to address the aforementioned problems. Utility Model Content

[0004] The purpose of this utility model is to provide a new type of foundation reinforcement device for water conservancy and hydropower projects to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a novel foundation reinforcement device for water conservancy and hydropower projects, comprising:

[0006] A reinforcement frame, wherein multiple reinforcement frames are fixedly installed on the slope end of the dam body, and the corners of the reinforcement frames are provided with mounting grooves;

[0007] Fixing plates, multiple fixing plates are fixedly installed inside the reinforcing frame;

[0008] A reinforcement mechanism is provided in the mounting groove. The reinforcement mechanism includes a grouting part and a reinforcement part. The grouting part is inserted into the mounting groove, and the reinforcement part is hinged to the end of the grouting part away from the reinforcement frame.

[0009] A pushing mechanism is provided inside the injection section. The pushing mechanism includes a pushing part and a driving part. The pushing part is hinged to the end of the reinforcing part away from the injection section. The driving part is fixedly connected to the end of the pushing part away from the reinforcing part. The driving part is used to drive the pushing part to move.

[0010] Preferably, the injection section includes an injection pipe, one end of which is inserted into the mounting groove, and the other end of the injection pipe away from the mounting groove is hinged to the reinforcement section. An injection element is provided inside the injection pipe, and the injection element is slidably inserted into the drive section.

[0011] Preferably, the reinforcing part includes a reinforcing plate, one end of which is hinged to the end of the injection pipe away from the reinforcing frame, and the end of the reinforcing plate away from the injection pipe is hinged to the pushing part.

[0012] Preferably, the injection component includes an injection plate disposed inside the injection cylinder, the outer wall of the injection plate being interpenetratingly connected to the inner wall of the injection cylinder, a plurality of injection ports being opened at one end of the injection plate near the reinforcing frame, and the inner wall of the injection plate being slidably interpenetratingly connected to the driving part.

[0013] Preferably, the driving part includes a pull rod, which is disposed inside the injection cylinder. One end of the pull rod is slidably inserted into the end of the injection plate away from the reinforcing frame, and the end of the pull rod away from the injection plate is fixedly connected to the pushing part.

[0014] Preferably, the pushing part includes:

[0015] A push plate, one end of which is hinged to the end of the reinforcing plate away from the injection cylinder;

[0016] A push block, one end of which is hinged to the end of the push plate away from the reinforcing plate, and the end of the push block near the reinforcing frame is fixedly connected to the end of the pull rod away from the injection plate.

[0017] Preferably, multiple connecting plates are fixedly installed at the ends of the multiple reinforcing frames away from the dam body, and bolts are inserted and connected to the ends of the multiple connecting plates away from the reinforcing frames, with the threaded ends of the bolts threadedly connected to the ends of the reinforcing frames away from the dam body.

[0018] The technical effects and advantages of this utility model are as follows:

[0019] This utility model features a reinforcement frame mechanism installed at the dam slope end. The reinforcement frame is placed at the dam slope end, allowing the reinforcement mechanism to be interlocked with the dam slope. Pulling a tie rod moves a push block, which in turn moves a push plate, which in turn rotates the reinforcement plate. This causes the reinforcement plate and push plate to stack and adhere to the inner wall of the dam slope, thus fixing the reinforcement frame to the dam slope. The reinforcement frame reinforces the dam slope, preventing soil erosion and improving the stability of the dam slope. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the overall structure of this utility model.

[0021] Figure 2 This utility model Figure 2 Enlarged view of the structure at point A in the middle.

[0022] Figure 3 This is a cross-sectional view of the reinforcement mechanism of this utility model.

[0023] Figure 4 This is a cross-sectional view of the injection pipe of this utility model.

[0024] Figure 5 This is a cross-sectional view of the propulsion part of this utility model.

[0025] In the diagram: 1. Dam body; 2. Reinforcing frame; 3. Fixing plate; 4. Connecting plate; 5. Bolt; 6. Injection pipe; 7. Tie rod; 8. Reinforcing plate; 9. Pushing plate; 10. Pushing block; 11. Injection plate; 12. Injection port. Detailed Implementation

[0026] 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.

[0027] refer to Figure 1-5 As shown:

[0028] Example 1: This utility model provides a novel foundation reinforcement device for water conservancy and hydropower projects, applied to the slope reinforcement of the dam body 1, comprising:

[0029] Reinforcing frame 2, multiple reinforcing frames 2 are fixedly installed on the dam slope end of the dam body 1, and the end corners of the reinforcing frame 2 are provided with installation grooves;

[0030] Fixing plates 3, multiple fixing plates 3 are fixedly installed inside the reinforcing frame 2;

[0031] It should be noted that multiple reinforcing frames 2 are fixedly installed on the slope end of the dam body 1, and multiple fixing plates 3 are fixedly installed inside the reinforcing frames 2. The reinforcing frames 2 are fixed to the dam body 1 through the fixing mechanism. The dam slope of the dam body 1 is reinforced by the reinforcing frames 2 to prevent soil erosion from causing a decrease in the stability of the dam body 1. The fixing plates 3 are used to reinforce and support the reinforcing frames 2, while ensuring the air permeability of the reinforcing frames 2 so as to facilitate plant growth and further reinforce the slope end of the dam body 1.

[0032] Multiple connecting plates 4 are fixedly installed at the ends of the multiple reinforcing frames 2 away from the dam body 1. Bolts 5 are inserted and connected to the ends of the multiple connecting plates 4 away from the reinforcing frames 2. The threaded end of the bolt 5 is threaded and connected to the end of the reinforcing frame 2 away from the dam body 1.

[0033] It should be noted that the connecting plate 4 is fixedly installed at the end of the reinforcing frame 2 away from the dam body 1. The end of the connecting plate 4 away from the reinforcing frame 2 is connected to the bolt 5. The threaded end of the bolt 5 is threadedly connected to the end of the reinforcing frame 2 away from the dam body 1. The connecting plate 4 is fixed to multiple reinforcing frames 2 by the bolt 5. The connecting plate 4 connects and fixes multiple reinforcing frames 2 together, thereby improving the stability between multiple reinforcing frames 2.

[0034] Example 2: This utility model provides a reinforcement mechanism, which is applied to the new water conservancy and hydropower engineering foundation reinforcement device of Example 1. The reinforcement mechanism is set in the installation groove. The reinforcement mechanism includes a grouting part and a reinforcement part. The grouting part is inserted and connected to the installation groove. The reinforcement part and the end of the grouting part away from the reinforcement frame 2 are hinged.

[0035] Specifically, the injection section includes an injection pipe 6, one end of which is inserted into the mounting groove, and the other end of which is hinged to the reinforcement section. An injection component is provided inside the injection pipe 6, and the injection component is slidably inserted into the drive section.

[0036] Specifically, the reinforcing part includes a reinforcing plate 8, one end of which is hinged to the end of the injection pipe 6 away from the reinforcing frame 2, and the other end of the reinforcing plate 8 away from the injection pipe 6 is hinged to the pushing part.

[0037] It should be noted that one end of the injection pipe 6 is inserted into the installation groove, and the other end of the injection pipe 6 is hinged to the reinforcing plate 8. The injection pipe 6 and the reinforcing plate 8 are sequentially inserted into the slope of the dam body 1. The reinforcing plate 8 is rotated by the pushing mechanism, so that the reinforcing plate 8 fits against the inner wall of the dam slope. Then, the reinforcing frame 2 is fixed to the dam body 1 by the cooperation of the reinforcing plate 8 and the injection pipe 6. The dam slope end of the dam body 1 is reinforced by the reinforcing frame 2 to prevent soil erosion from causing a decrease in the stability of the dam body 1.

[0038] A pushing mechanism is provided inside the injection section. The pushing mechanism includes a pushing part and a driving part. The pushing part is hinged to the end of the reinforcing part away from the injection section. The driving part is fixedly connected to the end of the pushing part away from the reinforcing part. The driving part is used to drive the pushing part to move.

[0039] Specifically, the drive unit includes a pull rod 7, which is disposed inside the injection cylinder. One end of the pull rod 7 is slidably inserted into the end of the injection plate 11 away from the reinforcing frame 2, and the end of the pull rod 7 away from the injection plate 11 is fixedly connected to the push unit.

[0040] Specifically, the promotion department includes:

[0041] Push plate 9, one end of which is hinged to the end of reinforcing plate 8 away from the injection cylinder;

[0042] Push block 10, one end of push block 10 is hinged to the end of push plate 9 away from reinforcing plate 8, and the end of push block 10 near reinforcing frame 2 is fixedly connected to the end of pull rod 7 away from injection plate 11;

[0043] It should be noted that one end of the tie rod 7 is located inside the injection pipe 6. The end of the tie rod 7 inside the injection pipe 6 is slidably connected to the injection plate 11. The end of the tie rod 7 away from the injection plate 11 is fixedly connected to the push block 10. The end of the push block 10 near the tie rod 7 is hinged to the push plate 9. The end of the push plate 9 away from the push block 10 is hinged to the end of the reinforcing plate 8 away from the injection cylinder. Pulling the tie rod 7 causes the push block 10 to move. The movement of the push block 10 compresses the push plate 9, causing the push plate 9 to rotate. The rotation of the push plate 9 causes the reinforcing plate 8 to rotate, so that the push plate 9 and the reinforcing plate 8 are stacked on each other under the push of the push block 10, so that the reinforcing plate 8 fits against the inner wall of the dam slope. Then, the reinforcement frame 2 is fixed to the dam body 1 through the cooperation of the reinforcing plate 8 and the injection pipe 6. The reinforcement frame 2 reinforces the dam slope end of the dam body 1, preventing soil erosion from causing a decrease in the stability of the dam body 1.

[0044] The injection component includes an injection plate 11, which is disposed inside the injection cylinder. The outer wall of the injection plate 11 is interpenetratingly connected to the inner wall of the injection cylinder. Multiple injection ports 12 are opened at one end of the injection plate 11 near the reinforcing frame 2. The inner wall of the injection plate 11 is slidably interpenetratingly connected to the driving part.

[0045] It should be noted that the grouting plate 11 is installed inside the grouting cylinder. The inner wall of the grouting plate 11 is slidably connected to the tie rod 7, and the outer wall of the grouting plate 11 is connected to the inner wall of the grouting cylinder. The top of the grouting plate 11 has multiple grouting ports 12. The reinforcing frame 2 is placed on the dam slope end of the dam body 1, so that the grouting pipe 6, reinforcing plate 8, pushing plate 9, and pushing block 10 are connected to the dam slope end of the dam body 1. Pulling the tie rod 7 moves the pushing block 10, which in turn squeezes the pushing plate 9, causing the pushing plate 9 to rotate. The rotation of the pushing plate 9 then drives the reinforcing plate 8 to rotate. The pusher plate 9 and the reinforcing plate 8 are pushed together by the pusher block 10, so that the reinforcing plate 8 fits against the inner wall of the dam slope. Then, the reinforcing frame 2 is fixed to the dam body 1 by the cooperation of the reinforcing plate 8 and the injection pipe 6. Concrete is injected into the injection pipe 6 and the concrete is filled into the gap between the reinforcing plate 8 and the pusher plate 9 through the injection port 12 of the injection plate 11. The concrete is then used to further reinforce the dam body 1 and prevent the reinforcing frame 2 from separating from the dam body 1 due to the loosening of the tie rod 7. The dam slope end of the dam body 1 is reinforced by the reinforcing frame 2 to prevent soil erosion and a decrease in the stability of the dam body 1.

[0046] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended 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 make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A novel foundation reinforcement device for water conservancy and hydropower projects, applied to the reinforcement of the slope of dams (1), characterized in that, include: A reinforcement frame (2), multiple reinforcement frames (2) are fixedly installed on the dam slope end of the dam body (1), and the corners of the reinforcement frame (2) are provided with installation grooves; Fixing plates (3), multiple fixing plates (3) are fixedly installed inside the reinforcing frame (2); The reinforcement mechanism is set in the mounting groove. The reinforcement mechanism includes a grouting part and a reinforcement part. The grouting part is inserted into the mounting groove. The reinforcement part is hinged to the end of the grouting part away from the reinforcement frame (2). A pushing mechanism is provided inside the injection section. The pushing mechanism includes a pushing part and a driving part. The pushing part is hinged to the end of the reinforcing part away from the injection section. The driving part is fixedly connected to the end of the pushing part away from the reinforcing part. The driving part is used to drive the pushing part to move.

2. The novel foundation reinforcement device for water conservancy and hydropower projects according to claim 1, characterized in that, The injection section includes an injection pipe (6), one end of which is inserted into the mounting groove, and the other end of the injection pipe (6) away from the mounting groove is hinged to the reinforcement section. An injection component is provided inside the injection pipe (6), and the injection component is slidably inserted into the drive section.

3. The novel foundation reinforcement device for water conservancy and hydropower projects according to claim 2, characterized in that, The reinforcing part includes a reinforcing plate (8), one end of which is hinged to the end of the injection pipe (6) away from the reinforcing frame (2), and the end of the reinforcing plate (8) away from the injection pipe (6) is hinged to the pushing part.

4. The novel foundation reinforcement device for water conservancy and hydropower projects according to claim 2, characterized in that, The injection component includes an injection plate (11), which is disposed inside the injection cylinder. The outer wall of the injection plate (11) is inter-connected with the inner wall of the injection cylinder. Multiple injection ports (12) are provided at one end of the injection plate (11) near the reinforcing frame (2). The inner wall of the injection plate (11) is slidably inter-connected with the drive unit.

5. The novel foundation reinforcement device for water conservancy and hydropower projects according to claim 4, characterized in that, The drive unit includes a pull rod (7), which is disposed inside the injection cylinder. One end of the pull rod (7) is slidably inserted into the end of the injection plate (11) away from the reinforcing frame (2), and the end of the pull rod (7) away from the injection plate (11) is fixedly connected to the push unit.

6. The novel foundation reinforcement device for water conservancy and hydropower projects according to claim 5, characterized in that, The propulsion unit includes: A push plate (9), one end of which is hinged to the end of the reinforcing plate (8) away from the injection cylinder; Push block (10), one end of push block (10) is hinged to the end of push plate (9) away from reinforcing plate (8), and the end of push block (10) near reinforcing frame (2) is fixedly connected to the end of pull rod (7) away from injection plate (11).

7. The novel foundation reinforcement device for water conservancy and hydropower projects according to claim 1, characterized in that, Multiple connecting plates (4) are fixedly installed on the ends of the multiple reinforcing frames (2) away from the dam body (1). Bolts (5) are inserted and connected to the ends of the multiple connecting plates (4) away from the reinforcing frames (2). The threaded end of the bolt (5) is threaded and connected to the end of the reinforcing frame (2) away from the dam body (1).

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