Green slope protection structure of water conservancy project side slope

Abstract

The utility model belongs to the technical field of water conservancy projects, and particularly relates to a water conservancy project side slope green slope protection structure which comprises a protection slope and a concrete layer, a soil binding frame is arranged on one side of the protection slope in an attached mode, and a plurality of soil binding transverse plates and soil binding vertical plates are fixedly connected into the soil binding frame in a staggered mode. Reinforcing plates are symmetrically and fixedly connected to the two sides of the soil binding vertical plates, identification plates are fixedly connected to the positions, located on one sides of the reinforcing plates, of the two sides of the soil binding vertical plates, second inflation pipes are fixedly assembled between the multiple soil binding vertical plates at equal intervals, and the multiple second inflation pipes are in through connection through first inflation pipes; the barrier net is formed below the slope prevention stone through the grid net, mice entering the soil of the protection slope are reduced, and gas for expelling the mice is discharged into gaps and the soil below the slope prevention stone through the inflation pipeline, so that the inhabiting space of the mice in the protection slope is reduced, damage to the structure of the protection slope due to the fact that the mice punch holes is prevented, and water and soil loss is avoided.

Description

Technical Field

[0001] The utility model belongs to the technical field of water conservancy projects, and in particular relates to a green slope protection structure for a water conservancy project slope. Background Art

[0002] Water conservancy projects, also known as water projects, are projects constructed to control and allocate natural surface water and groundwater to eliminate harm and promote benefits. Only by building water conservancy projects can water flows be controlled, floods prevented, and water volume regulated and distributed to meet the water resource needs of people's lives and production. During the construction of water conservancy projects, slope protection is often required on some slopes, also known as water conservancy project protection slopes. Protection slopes are a common construction facility in the field of water conservancy projects, primarily used to prevent water erosion, protect riverbank stability, maintain ecological balance, and beautify the environment.

[0003] In the existing green slope protection structure for water conservancy projects, after the embankment is leveled, it is necessary to install slope protection stones on the slag layer. The slope protection stones themselves are important materials for slope protection and preventing soil erosion. However, due to the gaps formed by their stacking and their stability, they also provide potential digging and habitat space for rodents. Animals such as mice and pikas will burrow under these stones out of their nature, which may cause soil erosion and undermine the stability of the slope protection structure. Utility Model Content

[0004] The purpose of the utility model is to provide a green slope protection structure for the side slopes of water conservancy projects. A barrier net is formed under the slope protection stones through a grid to reduce the entry of rodents into the soil of the protection slope, and gas that repels rodents is discharged into the gaps under the slope protection stones and the soil through an inflation pipe, thereby reducing the habitat space for rodents on the protection slope, preventing rodents from digging holes to damage the protection slope structure, and avoiding soil and water erosion.

[0005] The technical solutions adopted by this utility model are as follows:

[0006] A green slope protection structure for the side slope of a water conservancy project includes a protective slope and a concrete layer. A soil-bearing frame is fitted on one side of the protective slope. A plurality of soil-bearing horizontal plates and soil-bearing vertical plates are fixedly connected in an interlaced manner inside the soil-bearing frame. Reinforcement plates are symmetrically fixedly connected on both sides of the soil-bearing vertical plates. Identification plates are fixedly connected on both sides of the soil-bearing vertical plates and on one side of the reinforcement plates. Two air tubes are fixedly assembled at equal distances between several of the soil-bearing vertical plates. Several of the two air tubes are connected through one air tube. Air outlets are fixedly opened in a mirror-image manner on the outer wall of the two air tubes close to the concrete layer. A grid is fixedly assembled on one side of the soil-bearing frame.

[0007] The protective slope is fixedly connected to the earth-bearing frame through a concrete layer.

[0008] One end of the inflation tube is arranged on the outside of the soil-bundling frame.

[0009] The interior of the soil bundle frame is filled with a soil filling layer.

[0010] The reinforcement plate is fixedly arranged inside the concrete layer.

[0011] A slag layer is paved on one side of the grid, and a slope prevention stone is paved on one side of the slag layer.

[0012] The technical effect achieved by the utility model is as follows: a barrier net is formed under the slope protection stone through the grid, which reduces the entry of rodents into the soil of the protection slope, and the gas that repels rodents is discharged into the gaps under the slope protection stone and the soil through the inflation pipe, thereby reducing the habitat space of rodents on the protection slope, preventing rodents from digging holes to damage the protection slope structure, and avoiding soil and water loss. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is an overall appearance diagram of the green slope protection structure for a water conservancy project provided by an embodiment of the utility model;

[0014] Figure 2 This is a structural breakdown diagram of the green slope protection structure for a water conservancy project provided in an embodiment of the present utility model;

[0015] Figure 3 yes Figure 2 A partial enlarged view of point A in the middle;

[0016] Figure 4 This is a disassembled bottom view of the green slope protection structure for a water conservancy project provided by an embodiment of the utility model;

[0017] Figure 5 yes Figure 4 A partial enlarged view of point B in the middle;

[0018] Figure 6 This is a cross-sectional view of a green slope protection structure for a water conservancy project provided by an embodiment of the present utility model;

[0019] Figure 7 yes Figure 6 A partial enlarged view of point C in the middle.

[0020] In the accompanying drawings, the components represented by the reference numerals are as follows:

[0021] 1. Protective slope; 101. Concrete layer; 102. Earth-bundling frame; 103. Second inflation pipe; 104. Grid; 105. Slag layer; 106. Slope-control stone; 107. Fill layer; 108. Earth-bundling horizontal plate; 109. Marking plate; 110. Reinforcement plate; 111. Earth-bundling vertical plate; 112. First inflation pipe; 113. Air outlet. DETAILED DESCRIPTION

[0022] In order to make the purpose and advantages of the present invention more clearly understood, the present invention is described in detail below with reference to the following embodiments. It should be understood that the following text is only used to describe one or several specific embodiments of the present invention and does not strictly limit the scope of protection of the present invention.

[0023] like Figure 1-Figure 7 As shown, a green slope protection structure for the slope of a water conservancy project includes a protective slope 1 and a concrete layer 101. A soil-bearing frame 102 is fitted on one side of the protective slope 1. The protective slope 1 is fixedly connected to the soil-bearing frame 102 through the concrete layer 101. The interior of the soil-bearing frame 102 is staggered and fixedly connected with a number of soil-bearing horizontal plates 108 and soil-bearing vertical plates 111. Both sides of the soil-bearing vertical plates 111 are symmetrically fixedly connected with reinforcement plates 110. The reinforcement plates 110 are fixedly arranged inside the concrete layer 101. The two sides of the soil-bearing vertical plates 111 and on one side of the reinforcement plates 110 are fixedly connected with identification plates. 109. An air tube 2 103 is fixedly assembled between several earth-bundling vertical plates 111 at equal distances. Several air tubes 2 103 are connected through an air tube 1 112. One end of the air tube 1 112 is arranged on the outside of the earth-bundling frame 102. The outer wall of the air tube 2 103 close to the concrete layer 101 is fixed with an air outlet 113 in a mirror-like manner. The interior of the earth-bundling frame 102 is filled with a backfill layer 107. A grid 104 is fixedly assembled on one side of the earth-bundling frame 102. A slag layer 105 is laid on one side of the grid 104. A slope-control stone 106 is laid on one side of the slag layer 105.

[0024] According to the above structure, the concrete layer 101 seals and waterproofs the protection slope 1, and the earth-bundling frame 102, the earth-bundling horizontal plate 108, and the earth-bundling vertical plate 111 are fitted on one side of the protection slope 1. By pouring concrete into the interior of the earth-bundling frame 102, the reinforcement plate 110 is sealed inside the concrete layer 101. The identification plate 109 is used to identify the pouring height of the concrete layer 101 to avoid the base of the concrete layer 101 being too high to affect the exhaust of the air outlet 113. The area formed by the interlaced earth-bundling horizontal plate 108 and the earth-bundling vertical plate 111 is filled with a fill layer 107, and the grid 104 is set between the fill layer 107 and the slope protection stone 106, reducing the entry of rodents, by regularly filling the gas to repel rodents into the inflation tube 1 112, the gas is released through the inflation tube 2 103 and the gas outlet 113, further driving away the rodents hiding on both sides of the protection slope 1 and under the protection stone 106; the utility model forms a barrier net under the protection stone 106 through the grid 104, reducing the entry of rodents into the soil of the protection slope 1, and discharging the gas to repel rodents into the gaps under the protection stone 106 and the soil through the inflation pipe, thereby reducing the habitat space of rodents on the protection slope 1, preventing rodents from digging holes to damage the structure of the protection slope 1, and avoiding soil erosion.

[0025] The working principle of the present invention is as follows: the concrete layer 101 seals and waterproofs the protective slope 1; the earth-bearing frame 102, the earth-bearing horizontal plate 108, and the earth-bearing vertical plate 111 are fitted on one side of the protective slope 1; by pouring concrete into the interior of the earth-bearing frame 102, the reinforcement plate 110 is sealed inside the concrete layer 101; the identification plate 109 is used to identify the pouring height of the concrete layer 101 to prevent the base layer of the concrete layer 101 from being too high and affecting the exhaust of the air outlet 113; the area formed by the intersection of the earth-bearing horizontal plate 108 and the earth-bearing vertical plate 111 is filled with a backfill layer 107; the grid 104 is arranged between the backfill layer 107 and the slope-blocking stone 106 to reduce the entry of rodents; by regularly filling the inflation tube 112 with gas to expel rodents, the gas is released through the inflation tube 2 103 and the air outlet 113, further expelling rodents hiding on both sides of the protective slope 1 and under the slope-blocking stone 106.

[0026] The above description is merely a preferred embodiment of the present invention. It should be noted that those skilled in the art may make various improvements and modifications without departing from the principles of the present invention, and such improvements and modifications should be considered within the scope of protection of the present invention. Structures, devices, and operating methods not specifically described or explained in this invention shall, unless otherwise specified or limited, be implemented in accordance with conventional means in the art.

Claims

1. A green slope protection structure for a water conservancy project, comprising a protection slope (1) and a concrete layer (101), characterized in that: A soil-bundling frame (102) is fitted on one side of the protection slope (1), and a plurality of soil-bundling horizontal plates (108) and soil-bundling vertical plates (111) are fixedly connected in an interlaced manner inside the soil-bundling frame (102), and reinforcement plates (110) are symmetrically fixedly connected on both sides of the soil-bundling vertical plates (111), and identification plates (109) are fixedly connected on both sides of the soil-bundling vertical plates (111) and on one side of the reinforcement plates (110), and a plurality of the soil-bundling vertical plates (111) are fixedly assembled with air-filled pipes (103) at equal distances between them, and a plurality of the air-filled pipes (103) are connected through air-filled pipes (112), and an air outlet (113) is fixedly opened in a mirror-image manner on the outer wall of the air-filled pipes (103) on the side close to the concrete layer (101), and a grid (104) is fixedly assembled on one side of the soil-bundling frame (102).

2. A green slope protection structure for a water conservancy project according to claim 1, characterized in that: The protective slope (1) is fixedly connected to the earth-bearing frame (102) via a concrete layer (101).

3. The green slope protection structure for water conservancy project slope according to claim 1, characterized in that: One end of the inflation tube (112) is arranged on the outside of the soil-bundling frame (102).

4. The green slope protection structure for water conservancy project slope according to claim 1, characterized in that: The interior of the soil bundle frame (102) is filled with a soil filling layer (107).

5. The green slope protection structure for water conservancy project slope according to claim 2, characterized in that: The reinforcement plate (110) is fixedly arranged inside the concrete layer (101).

6. The green slope protection structure for water conservancy project slope according to claim 1, characterized in that: A slag layer (105) is paved on one side of the grid (104), and a slope prevention stone (106) is paved on one side of the slag layer (105).

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