Vegetation concrete ecological protection slope

Abstract

The utility model discloses a vegetation concrete ecological slope protection, which belongs to the field of highway ecological slope protection, and comprises slope protection parts which are arranged on two sides of a highway and are inclined downwards, drainage grooves with concave vertical sections are arranged on the slope protection parts at intervals, slope body baffles which are distributed at intervals are arranged between two adjacent drainage grooves, and the slope body baffles are arranged on the slope protection parts. The slope body baffles are detachably connected with the drainage grooves, a vegetation layer is arranged between every two adjacent slope body baffles, water leakage holes which are evenly distributed are formed in the slope body baffles, water flowing on the revetment can penetrate through the water leakage holes, and a water accumulation assembly arranged on the revetment is arranged below the water leakage holes. The water accumulation capacity of the ecological protection slopes on the two sides of the highway is improved, and therefore the survival rate of vegetation on the ecological protection slopes is increased.

Description

Technical Field

[0001] The utility model relates to the field of highway ecological slope protection, in particular to a vegetation concrete ecological slope protection. Background Art

[0002] At present, in the rivers on both sides of the highway, in order to prevent the problem of collapse, ecological slope protection is set at the slope for protection. On the one hand, it can increase the stability of the highway, and on the other hand, it can achieve the purpose of soil and water conservation, prevent soil erosion, and realize the harmonious coexistence of the highway and the environment.

[0003] However, in some areas where the rainfall intensity is greater or the duration is longer, the surface soil of the existing ecological slope protection is continuously washed, resulting in a decrease in the compaction degree of the soil, and the water accumulation performance of the slope on the ecological slope protection gradually decreases. Subsequently, the vegetation on the ecological slope protection lacks water during the growth process and there is a situation of water shortage and death. Content of the Utility Model

[0004] The purpose of the utility model is to provide a vegetation concrete ecological slope protection, which effectively solves the problem that the existing ecological slope protection on both sides of the highway has insufficient water accumulation capacity, resulting in water shortage and death of the vegetation.

[0005] The technical solution of the utility model is as follows:

[0006] A vegetation concrete ecological slope protection includes slopes that slope downward on both sides of the highway. Drainage grooves with a concave cross-section are arranged at intervals on the slopes. Between two adjacent drainage grooves, slope body baffles are arranged at intervals. The slope body baffles are detachably connected to the drainage grooves. Between two adjacent slope body baffles is a vegetation layer. Uniformly distributed water leakage holes are formed in the slope body baffles. The water flowing on the slope can pass through the water leakage holes. Below the water leakage holes, a water accumulation component is arranged on the slope.

[0007] Preferably, the drainage grooves are fixedly connected to the slopes. On the opposite inner walls of the slopes, a positioning plate group with multiple heights is arranged. On the opposite surfaces of two positioning plates in the positioning plate group at the same height, T-shaped grooves are arranged.

[0008] Preferably, fitting plates are fixedly connected to both sides of the slope body baffle. The fitting plates are inserted into the T-shaped grooves to realize the plug-in connection between the slope body baffle and the drainage groove.

[0009] Preferably, rubber strips are symmetrically arranged on one side of the fitting plate close to the slope body baffle. The other side surface of the rubber strip is attached to the slope body baffle.

[0010] Preferably, the vertical cross-section of the water leakage hole is semi-circular, and it is opened at the bottom of the slope baffle. The water leakage holes on the upper slope baffle and the lower slope baffle are staggered.

[0011] Preferably, the water accumulation component includes a water accumulation hole and a water storage strip. The water accumulation hole is opened on the slope baffle and is below each water leakage hole.

[0012] Preferably, the water storage strip is made of sponge and is placed on the slope baffle. The head of the water storage strip is fixedly connected in the water accumulation hole, and the other end extends downward to the position of the next slope baffle.

[0013] The advantages of the present utility model are as follows:

[0014] By arranging a drainage groove on the slope protection, the drainage groove can make the water flow better when the water flow is large. Between two drainage grooves, slope baffles with multiple heights are arranged. Multiple water leakage holes are arranged on the slope baffle. The rainwater flows down along the slope, and then passes through the slope baffles with multiple heights and the water leakage holes at the bottom, which can decompose the pressure of the water flow, effectively reduce the erosion of the soil on the surface of the vegetation layer, and avoid the situation of plant water shortage finally. Description of the Drawings

[0015] Figure 1 is the overall device structure schematic diagram of the present utility model;

[0016] Figure 2 is the structure schematic diagram of components such as the drainage groove and the slope baffle of the present utility model;

[0017] Figure 3 is the position structure schematic diagram of components such as the water leakage holes on the upper and lower slope baffles of the present utility model;

[0018] Figure 4 is the split structure schematic diagram of the slope baffle and the positioning plate of the present utility model;

[0019] Figure 5 is the structure schematic diagram of components such as the slope baffle and the water accumulation component of the present utility model.

[0020] Reference numerals: 1, slope protection; 2, drainage groove; 3, slope baffle; 4, water leakage hole; 5, positioning plate; 6, T-shaped groove; 7, mating plate; 8, rubber strip; 9, water accumulation hole; 10, water storage strip. Detailed Embodiments

[0021] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the 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 of the embodiments.

[0022] As shown Figures 1 to 5 in the figure, the utility model provides a vegetation concrete ecological slope protection, which includes slope protections 1 inclined downward on both sides of the road. Drainage grooves 2 with concave cross-sections are arranged at intervals on the slope protections 1. Slope body baffles 3 distributed at intervals are arranged between two adjacent drainage grooves 2. The slope body baffles 3 are detachably connected to the drainage grooves 2. Leakage holes 4 are evenly distributed on the slope body baffles 3. A vegetation layer is arranged between two adjacent slope body baffles 3. Water flowing on the slope protection 1 can pass through the leakage holes 4, and a water accumulation component opened on the slope protection 1 is arranged below the leakage holes 4.

[0023] By arranging the drainage grooves 2 on the slope protection 1, the drainage grooves 2 can make water flow better when the water flow is large. Multi-layered slope body baffles 3 are arranged between two drainage grooves 2. Multiple leakage holes 4 are arranged on the slope body baffles 3. Rainwater flows downward along the slope body, and then passes through the multi-layered slope body baffles 3 and the leakage holes 4 at the bottom, which can decompose the pressure of the water flow, effectively reduce the erosion of the soil on the surface of the vegetation layer, and avoid the situation of the final lack of water for plants.

[0024] Preferably, the drainage grooves 2 are fixedly connected to the slope protection 1. A group of positioning plates 5 with multi-layered heights are arranged on the opposite inner walls of the slope protection 1. T-shaped grooves 6 are arranged on the opposite surfaces of two positioning plates 5 in the group of positioning plates 5 at the same height.

[0025] Preferably, fitting plates 7 fixedly connected are arranged on both sides of the slope body baffle 3. The fitting plates 7 are inserted into the T-shaped grooves 6 to realize the plug-in connection between the slope body baffle 3 and the drainage groove 2.

[0026] It should be noted that by arranging the T-shaped grooves 6 on the drainage grooves 2 and the fitting plates 7 on the slope body baffles 3, when the slope body baffles 3 need to be installed, the fitting plates 7 are inserted into the T-shaped grooves 6, so as to realize the connection between the two. The detachable method can flexibly install different numbers of slope body baffles 3 according to the size of rainfall in different periods, improving the flexibility of the device.

[0027] Preferably, rubber strips 8 are symmetrically arranged on one side of the fitting plate 7 close to the slope body baffle 3, and the other side surface of the rubber strips 8 is attached to the slope body baffle 3.

[0028] It should be noted that the rubber strips 8 are fixedly connected to the fitting plates 7. When the drainage grooves 2 and the slope body baffles 3 are matched, the arranged rubber strips 8 can increase the connection between the two, improving the stability of the slope body baffle 3 on the drainage groove 2.

[0029] Preferably, the vertical cross-section of the water leakage hole 4 is semi-circular, and it is opened at the bottom of the slope baffle 3. The water leakage holes 4 on the upper layer of the slope baffle 3 and the water leakage holes 4 on the lower layer of the slope baffle 3 are staggered.

[0030] It should be noted that by arranging the water leakage holes 4 between the upper and lower slope baffles 3 in a staggered manner, when the rainwater on the upper layer flows through the water leakage holes 4 and then enters the water leakage holes 4 on the lower layer, the flow rate will not be so fast, thus effectively reducing the erosion of the soil on the surface of the vegetation layer by the rainwater.

[0031] Preferably, the water accumulation assembly includes a water accumulation hole 9 and a water storage strip 10. The water accumulation hole 9 is opened on the slope baffle 3 and is below each water leakage hole 4.

[0032] It should be noted that by providing the water accumulation hole 9, when the water flows through the water leakage hole 4, the provided water accumulation hole 9 can store a certain amount of rainwater.

[0033] Preferably, the water storage strip 10 is made of sponge and is placed on the slope baffle 3. The head of the water storage strip 10 is fixedly connected in the water accumulation hole 9, and the other end extends downward to the position of the next slope baffle 3.

[0034] It should be noted that by arranging the water storage strip 10 inside the water accumulation hole 9, after the rain, a certain amount of rainwater will accumulate in the water accumulation hole 9. The water storage strip 10 is made of sponge, so that the water in the water accumulation hole 9 can be drained downward, providing sufficient water for the plants on the vegetation layer and ensuring the normal growth of the plants.

[0035] The detailed usage method and function of the above embodiments:

[0036] When it is necessary to protect the vegetation on the slope protection 1, different numbers of slope baffles 3 are installed on the slope protection 1 according to needs. The mating plates 7 on both sides of the slope baffle 3 are inserted into the T-shaped grooves 6 on the two positioning plates 5 inside the drainage groove 2, realizing the installation of the slope baffle 3 on the slope protection 1. When the rain comes, part of the rainwater enters the drainage groove 2 and flows down, and part of it flows down along the slope baffle 3 and flows downward from the water leakage holes 4 on the slope baffle 3, flowing downward through the layers of water leakage holes 4, effectively reducing the impact of the water flow, thereby avoiding washing away the surface soil.

[0037] After the rain stops, there is a water accumulation hole 9 below the water leakage hole 4, and a certain amount of rainwater will accumulate in it. The water storage strip 10 is installed in the water accumulation hole 9. After the rainfall ends, the water in the water accumulation hole 9 will flow downward along the water storage strip 10. The water storage strip 10 is located at the bottom of the vegetation layer, so that sufficient water can be provided for the vegetation and the normal growth of the vegetation is ensured.

[0038] Although embodiments of the present utility model have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present utility model. The scope of the present utility model is defined by the appended claims and their equivalents.

Claims

1. A vegetation concrete ecological slope protection, characterized in that It includes slope protection slopes (1) that slope downwards on both sides of the road. Drainage grooves (2) with a concave cross-section are provided at intervals on the slope protection slopes (1). Slope body baffles (3) are distributed at intervals between two adjacent drainage grooves (2). The slope body baffles (3) are detachably connected to the drainage grooves (2). A vegetation layer is provided between two adjacent slope body baffles (3). Leakage holes (4) are evenly distributed on the slope body baffles (3). The water flowing on the slope protection slope (1) can pass through the leakage holes (4). Below the leakage holes (4), a water accumulation component is provided on the slope protection slope (1).

2. The vegetation concrete ecological slope protection according to claim 1, characterized in that, The drainage grooves (2) are fixedly connected to the slope protection slope (1). On the opposite inner walls of the slope protection slope (1), a set of positioning plates (5) with multiple heights is provided. On the opposite surfaces of two positioning plates (5) in the set of positioning plates (5) at the same height, T-shaped grooves (6) are provided.

3. The vegetation concrete ecological slope protection according to claim 2, characterized in that, On both sides of the slope body baffle (3), mating plates (7) are fixedly connected. The mating plates (7) are inserted into the T-shaped grooves (6) to achieve the plug-in connection between the slope body baffle (3) and the drainage groove (2).

4. The vegetation concrete ecological slope protection according to claim 3, characterized in that, On one side of the mating plate (7) close to the slope body baffle (3), rubber strips (8) are symmetrically provided. The other side surface of the rubber strip (8) is attached to the slope body baffle (3).

5. The vegetation concrete ecological slope protection according to claim 1, characterized in that, The vertical cross-section of the leakage hole (4) is semi-circular and is opened at the bottom of the slope body baffle (3). The leakage holes (4) on the upper slope body baffle (3) and the leakage holes (4) on the lower slope body baffle (3) are staggered.

6. The vegetation concrete ecological slope protection according to claim 1, characterized in that, The water accumulation component includes a water accumulation hole (9) and a water storage strip (10). The water accumulation hole (9) is opened on the slope body baffle (3) and is below each leakage hole (4).

7. The vegetation concrete ecological slope protection according to claim 6, characterized in that, The water storage strip (10) is made of sponge and is placed on the slope body baffle (3). The head of the water storage strip (10) is fixedly connected to the water accumulation hole (9), and the other end extends down to the position of the next slope body baffle (3).

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