Water conservancy project protection slope structure

Abstract

The utility model discloses a water conservancy project protection slope structure, and belongs to the technical field of reservoir slope reinforcement. The water conservancy project protection slope structure comprises a side slope body and further comprises a first reinforcing plate connected to the side slope body and a second reinforcing plate connected to the side slope body. The second reinforcing plate is connected to the slope body; planting holes are formed in the first reinforcing plate and the second reinforcing plate; the driving cylinder is fixedly connected to the second reinforcing plate; the pressure storage cavity is formed in the second reinforcing plate, and the pressure storage cavity communicates with the driving cylinder through a connecting pipe; the impact cavity is formed in the second reinforcing plate; the impact force of water flow in a river channel is utilized to inflate the pressure storage cavity, and the high-pressure gas stored in the pressure storage cavity is utilized to drive the impact rod into the side slope body, so that on one hand, the second reinforcing plate does not need to be manually fixed by using a pin, the mounting efficiency is improved, and on the other hand, the impact rod is driven into the side slope body, and the mounting efficiency is improved. The moving possibility of the second reinforcing plate is reduced, and the reinforcing effect is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of reservoir slope reinforcement, in particular to a water conservancy project slope protection structure. Background Art

[0002] A reservoir refers to a man-made lake. The active slope protection system is a variety of flexible nets, mainly wire rope nets, that are wrapped around the slope or rock to be protected to limit weathering, peeling or damage to the rock and soil on the slope and collapse of dangerous rocks.

[0003] In the prior art, when reinforcing the slope for protection, reinforcing plates are generally laid on the slope to fix the slope and reduce the collapse of the slope. However, during the use of the reinforcing plates close to the reservoir river channel, due to the impact of the river water and multiple impacts, the bottom reinforcing plates may become loose, affecting the reinforcement effect. In the prior art, during the construction process, the workers also use pins to reinforce the bottom reinforcing plates, but the labor efficiency is low and the reinforcement efficiency of the reinforcing plates needs to be further improved. Utility Model Content

[0004] The utility model aims to solve the problems raised in the background technology and proposes a water conservancy project protection slope structure.

[0005] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0006] The protective slope structure of a water conservancy project includes the slope itself and also includes:

[0007] A first reinforcing plate connected to the slope body;

[0008] A second reinforcing plate, connected to the slope body, wherein the second reinforcing plate is located directly below the first reinforcing plate;

[0009] The first reinforcement plate and the second reinforcement plate are both provided with planting holes;

[0010] A driving cylinder, fixedly connected to the second reinforcing plate;

[0011] A pressure storage chamber is provided in the second reinforcing plate, and the pressure storage chamber is connected with the driving cylinder through a connecting pipe;

[0012] An impact cavity is provided in the second reinforcement plate;

[0013] A first jet pipe, one end of which is connected to the pressure storage chamber, and the other end of which is connected to the impact chamber;

[0014] A first sliding plug is slidably connected in the impact cavity;

[0015] The impact rod is fixedly connected to the first sliding plug.

[0016] Preferably, a second sliding plug is slidably connected in the driving cylinder, a push rod is fixedly connected to the second sliding plug, and an end of the push rod away from the second sliding plug is fixedly connected to an impact plate.

[0017] Furthermore, absorbent cotton is fixedly connected to the impact plate, a sponge strip is plugged into the first reinforcing plate, and the sponge strip passes through the first reinforcing plate, the second reinforcing plate and the absorbent cotton and is connected.

[0018] Furthermore, a jet cylinder is fixedly connected in the second reinforcing plate, a second jet pipe is fixedly connected to the jet cylinder, the second jet pipe is communicated with the pressure accumulation chamber, a third sliding plug is slidably connected in the jet cylinder, and a limiting rod is fixedly connected to the third sliding plug.

[0019] Furthermore, a spring is fixedly connected to the second sliding plug, and one end of the spring away from the second sliding plug is fixedly connected to the top wall inside the driving cylinder.

[0020] Preferably, a limiting ring is fixedly connected in the impact cavity.

[0021] Furthermore, both the first air injection pipe and the second air injection pipe are provided with a one-way pressure valve.

[0022] Compared with the prior art, the utility model provides a water conservancy project protection slope structure, which has the following beneficial effects:

[0023] The parts not involved in the device are the same as the existing technology or can be implemented by the existing technology. The utility model uses the impact force of the water flow in the river to inflate the pressure storage chamber through the device, and uses the high-pressure gas stored in the pressure storage chamber to drive the impact rod into the slope body. On the one hand, there is no need to manually use pins to fix the second reinforcement plate, which improves the installation efficiency. On the other hand, by driving the impact rod into the slope body, the possibility of the second reinforcement plate moving is reduced, thereby improving the reinforcement effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of the structure of the side slope in the water conservancy project protection slope structure proposed by the utility model;

[0025] Figure 2 This is a structural schematic diagram of the water conservancy project protection slope structure proposed by the utility model;

[0026] Figure 3 This is a structural schematic diagram of the second reinforcement plate in the water conservancy project protection slope structure proposed by the utility model;

[0027] Figure 4 It is a cross-sectional view of the second reinforcement plate in the water conservancy project protection slope structure proposed by the utility model;

[0028] Figure 5This is an enlarged view of part A of the water conservancy project protection slope structure proposed by the utility model;

[0029] Figure 6 It is a cross-sectional view of the driving cylinder in the water conservancy project protection slope structure proposed by the utility model;

[0030] Figure 7 This is an enlarged view of part B of the water conservancy project protection slope structure proposed by the utility model.

[0031] In the figure: 1. slope body; 2. first reinforcing plate; 3. second reinforcing plate; 301. second jet pipe; 302. jet cylinder; 3021. third sliding plug; 3022. limiting rod; 4. impact plate; 401. absorbent cotton; 5. sponge strip; 6. driving cylinder; 601. push rod; 602. second sliding plug; 603. spring; 604. connecting pipe; 7. planting hole; 8. pressure storage chamber; 801. first jet pipe; 9. impact chamber; 901. first sliding plug; 902. limiting ring; 903. impact rod. DETAILED DESCRIPTION

[0032] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments.

[0033] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present invention.

[0034] Reference Figure 1-Figure 7 The water conservancy project protection slope structure includes a slope body 1 and also includes:

[0035] A first reinforcing plate 2 connected to the slope body 1;

[0036] The second reinforcing plate 3 is connected to the slope body 1 and is located directly below the first reinforcing plate 2;

[0037] The first reinforcing plate 2 and the second reinforcing plate 3 are both provided with planting holes 7;

[0038] The driving cylinder 6 is fixedly connected to the second reinforcing plate 3;

[0039] The pressure storage chamber 8 is provided in the second reinforcing plate 3, and the pressure storage chamber 8 is connected with the driving cylinder 6 through the connecting pipe 604;

[0040] An impact cavity 9 is provided in the second reinforcing plate 3;

[0041] A first jet pipe 801, one end of which is connected to the pressure storage chamber 8, and the other end of which is connected to the impact chamber 9;

[0042] A first sliding plug 901 is slidably connected in the impact cavity 9;

[0043] The impact rod 903 is fixedly connected to the first sliding plug 901 .

[0044] One-way pressure valves are provided on the first injection pipe 801 and the second injection pipe 301 .

[0045] It should be noted that the pressure valve is a valve available on the market, and the threshold value of the specific pressure valve can be set according to demand.

[0046] A one-way valve is provided on the connecting pipe 604 to ensure that the gas entering the pressure storage chamber 8 will not flow back.

[0047] Reference Figure 1 By setting the planting holes 7 on the first reinforcing plate 2 and the second reinforcing plate 3, after the first reinforcing plate 2 and the second reinforcing plate 3 are laid, green plants can be planted in the planting holes 7, thereby reducing soil erosion and achieving the effect of reinforcing the slope body 1.

[0048] It should be noted that planting soil is used in the planting holes 7, and the planting soil can fully bury the sponge strips 5 during the planting process.

[0049] A second sliding plug 602 is slidably connected in the driving cylinder 6 , a push rod 601 is fixedly connected to the second sliding plug 602 , and an end of the push rod 601 away from the second sliding plug 602 is fixedly connected to the impact plate 4 .

[0050] Reference Figure 1 , laying multiple groups of first reinforcing plates 2 and second reinforcing plates 3 on the slope body 1, and making the impact plates 4 on the second reinforcing plates 3 flush with the river channel edge;

[0051] Reference Figure 1-Figure 5During use, the water flow in the river channel will rush towards the impact plate 4, and the impacted impact plate 4 will move upward. The upward moving impact plate 4 will push the second sliding plug 602 to slide upward, and the sliding of the second sliding plug 602 will squeeze the gas in the driving cylinder 6. After being squeezed, the gas in the driving cylinder 6 will enter the pressure storage chamber 8 through the connecting pipe 604. As the gas entering the pressure storage chamber 8 continues to increase, the air pressure in the pressure storage chamber 8 will gradually increase. When the pressure reaches the set threshold, the gas in the pressure storage chamber 8 will be sprayed into the impact chamber 9 through the first injection pipe 801. The gas entering the impact chamber 9 will quickly push the first sliding plug 901 downward, and then push the impact rod 903 to insert into the slope body 1, thereby improving the stability of the second reinforcing plate 3.

[0052] Through this device, the impact force of the water flow in the river channel is used to inflate the pressure storage chamber 8, and the high-pressure gas stored in the pressure storage chamber 8 is used to drive the impact rod 903 into the slope body 1. On the one hand, it is no longer necessary to manually use pins to fix the second reinforcement plate 3, thereby improving the installation efficiency. On the other hand, by driving the impact rod 903 into the slope body 1, the possibility of the second reinforcement plate 3 moving is reduced, thereby improving the reinforcement effect.

[0053] The impact plate 4 is fixedly connected with water-absorbing cotton 401 , and the first reinforcing plate 2 is plugged with a sponge strip 5 , which penetrates the first reinforcing plate 2 , the second reinforcing plate 3 and is connected with the water-absorbing cotton 401 .

[0054] Reference Figure 1 , Figure 2 , Figure 3 , Figure 4 When the river water impacts the impact plate 4, the absorbent cotton 401 will absorb the impacted river water, and the water on the absorbent cotton 401 will be absorbed by the sponge strip 5, thereby replenishing water to the green plants planted in each planting hole 7;

[0055] It should be noted that the sponge strip 5 and the absorbent cotton 401 are both absorbent sponges in the prior art, and according to the capillary principle of the absorbent sponge, water can be effectively transferred to the planting hole 7 on the top side for water replenishment.

[0056] A jet cylinder 302 is fixedly connected to the second reinforcing plate 3 , a second jet pipe 301 is fixedly connected to the jet cylinder 302 , the second jet pipe 301 is communicated with the pressure storage chamber 8 , a third sliding plug 3021 is slidably connected to the jet cylinder 302 , and a limiting rod 3022 is fixedly connected to the third sliding plug 3021 .

[0057] Reference Figure 4 , Figure 5The other part of the gas in the pressure storage chamber 8 is ejected through the second jet pipe 301. The gas ejected through the second jet pipe 301 enters the jet tube 302. The injected gas will blow the third sliding plug 3021 to slide down. The third sliding plug 3021 will push the limiting rod 3022 to move downward. After the limiting rod 3022 moves down for a distance, it will abut against the impact plate 4. The limiting rod 3022 abuts against the impact plate 4, so that the impact plate 4 is located at the riverside. The limiting rod 3022 limits and fixes the impact plate 4, thereby reducing the possibility of the impact plate 4 moving when the river water impacts in the future.

[0058] A spring 603 is fixedly connected to the second sliding plug 602 , and one end of the spring 603 away from the second sliding plug 602 is fixedly connected to the inner top wall of the driving cylinder 6 .

[0059] An air intake pipe is connected to the side wall of the driving cylinder 6, and a one-way air intake valve is arranged on the air intake pipe.

[0060] Reference Figure 6 The second sliding plug 602 can be quickly reset by means of the provided spring 603.

[0061] A limiting ring 902 is fixedly connected in the impact cavity 9 .

[0062] Reference Figure 7 By means of the limiting ring 902 arranged in the impact cavity 9, the impact rod 903 will not be separated from the second reinforcing plate 3 due to excessive penetration when passing down into the slope body 1.

[0063] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A water conservancy project slope protection structure, comprising a slope body (1), characterized in that: Also includes: A first reinforcing plate (2) connected to the slope body (1); A second reinforcing plate (3) connected to the slope body (1), wherein the second reinforcing plate (3) is located directly below the first reinforcing plate (2); The first reinforcing plate (2) and the second reinforcing plate (3) are both provided with planting holes (7); A driving cylinder (6) fixedly connected to the second reinforcing plate (3); A pressure storage chamber (8) is provided in the second reinforcing plate (3), and the pressure storage chamber (8) is connected to the driving cylinder (6) via a connecting pipe (604); An impact cavity (9) is provided in the second reinforcing plate (3); A first jet pipe (801), one end of which is connected to the pressure storage chamber (8), and the other end of which is connected to the impact chamber (9); A first sliding plug (901) is slidably connected in the impact chamber (9); The impact rod (903) is fixedly connected to the first sliding plug (901).

2. The water conservancy project protection slope structure according to claim 1 is characterized in that: A second sliding plug (602) is slidably connected in the driving cylinder (6), a push rod (601) is fixedly connected to the second sliding plug (602), and an end of the push rod (601) away from the second sliding plug (602) is fixedly connected to an impact plate (4).

3. The water conservancy project protection slope structure according to claim 2 is characterized in that: The impact plate (4) is fixedly connected with a water-absorbing cotton (401), the first reinforcing plate (2) is plugged with a sponge strip (5), and the sponge strip (5) passes through the first reinforcing plate (2), the second reinforcing plate (3) and is connected with the water-absorbing cotton (401).

4. The water conservancy project protection slope structure according to claim 2 is characterized in that: The second reinforcing plate (3) is fixedly connected with a jet cylinder (302), the jet cylinder (302) is fixedly connected with a second jet pipe (301), the second jet pipe (301) is communicated with the pressure storage chamber (8), the jet cylinder (302) is slidably connected with a third sliding plug (3021), and the third sliding plug (3021) is fixedly connected with a limiting rod (3022).

5. The water conservancy project protection slope structure according to claim 2, characterized in that: The second sliding plug (602) is fixedly connected to a spring (603), and one end of the spring (603) away from the second sliding plug (602) is fixedly connected to the inner top wall of the driving cylinder (6).

6. The water conservancy project protection slope structure according to claim 1, characterized in that: A limiting ring (902) is fixedly connected in the impact cavity (9).

7. The water conservancy project protection slope structure according to claim 4, characterized in that: Both the first air injection pipe (801) and the second air injection pipe (301) are provided with a one-way pressure valve.

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