CN214832773U

CN214832773U - Side slope protection structure of ecological wetland

Info

Publication number: CN214832773U
Application number: CN202120251762.4U
Authority: CN
Inventors: 侯辉波; 岳举; 邵振华; 王豪永; 刘拥瑞; 高清军
Original assignee: Henan Yulong Water Environment Co ltd
Current assignee: Henan Yulong Water Environment Co ltd
Priority date: 2021-01-29
Filing date: 2021-01-29
Publication date: 2021-11-23
Anticipated expiration: 2031-01-29

Abstract

The utility model provides a side slope protection structure of an ecological wetland, which comprises a slope body and a plurality of water channels arranged on the surface of the slope body, wherein the water channels are communicated with each other in a criss-cross manner, rotary spray heads are arranged at the staggered positions, and one of the water channels is communicated with a water source; the surface of the slope body is divided into a plurality of rectangular areas by criss-cross arrangement among the water channels, at least one planting area is arranged in each rectangular area, and the planting areas are used for planting plants. This ecological wetland's side slope protection structural design science can fully combine the advantage of ecology, natural bank protection and stereoplasm bank protection, fully guarantees the bank protection effect.

Description

Side slope protection structure of ecological wetland

Technical Field

The utility model relates to an ecological wetland protection field, specific theory has related to an ecological wetland's side slope protection structure.

Background

Slope protection refers to various measures taken to prevent a side slope from being washed, and currently common slope protection is mainly divided into natural slope protection, hard slope protection, ecological slope protection and the like. The natural slope protection mainly inhibits water and soil loss through some plants with developed root systems, the cost is low, but the stability is poor, a certain period is also needed for the generation stability of the natural plants, and meanwhile, if the plants die in a large scale in the early planting stage, great economic loss can be caused; the hard slope protection is mainly formed into a relatively stable slope structure through processes of stones, concrete and the like, but the hard slope protection is not only relatively poor in attractiveness, but also incapable of growing plants and relatively poor in ecological compatibility; although the ecological slope protection can integrate the slope protection and the plants into a whole better to form better plant landscape, the time from the initial plant planting to the growth of the plants to form the ecological protection is longer, the ecological slope protection is weaker before the ecological protection is formed, and the maintenance cost of the ecological slope protection is higher.

In order to solve the above problems, people are always seeking an ideal technical solution.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a side slope protection structure of ecological wetland to prior art not enough.

In order to realize the purpose, the utility model discloses the technical scheme who adopts is:

a slope protection structure of an ecological wetland comprises a slope body, a plurality of water channels and a water absorption layer, wherein the water channels are arranged on the surface of the slope body and are communicated with each other in a criss-cross mode, rotary spray heads are arranged at the staggered positions, and one of the water channels is communicated with a water source; the surface of the slope body is divided into a plurality of rectangular areas by criss-cross arrangement among the water channels, at least one planting area is arranged in each rectangular area, and the planting areas are used for planting plants.

Based on the above, the edge of the planting area is paved with the water permeable bricks to form the hard frame.

On the basis, the slope body is soil layer, metalling and the layer that absorbs water by supreme down in proper order, the layer that absorbs water sets up in each planting regional clearance.

Based on the above, the water absorption layer comprises a flexible mesh bag and a water absorption material arranged inside the flexible mesh bag, and the bottom surface of the flexible mesh bag is fixed through a plurality of anchor rods.

Based on the above, the anchor rods are connected through the reinforcing ribs, the reinforcing ribs are mutually crossed, and the anchor rods are located at the intersection points of at least three reinforcing ribs.

Based on the above, the water channels penetrate through the crushed stone layer, vertical pipelines are arranged at the communication positions of any two water channels, and the upper ends of the vertical pipelines extend out of the slope body and are provided with rotary nozzles; the vertical pipeline is perpendicular to the slope body.

Based on the above, the slope body corresponds the downside of vertical pipeline sets up the bracing piece.

Based on the above, the water absorbing material is uniformly dispersed in the flexible mesh bag, the protection plate is arranged above the flexible mesh bag, the water leakage holes are uniformly formed in the protection plate, and the edge of the protection plate is connected with the flexible mesh bag through the flexible material.

The utility model discloses relative prior art has substantive characteristics and progress, specific theory, the utility model provides an ecological wetland's side slope protection structure has design science, advantage that the cost is lower, can fully combine the advantage of ecology, natural bank protection and stereoplasm bank protection, fully guarantees the bank protection effect. Specifically, the side slope protection structure divides the surface of a side slope into a plurality of rectangular areas through pipelines, planting areas are arranged in the rectangular areas so as to plant plants and avoid water and soil loss, and rotary spray heads are arranged at staggered positions of water channels so as to water the surrounding planting areas, so that the plants can be watered when the plants are suitable for maintenance; furthermore, a water absorption layer is arranged between the planting areas; when water flow is too large, water is absorbed through the water absorption layer, and the scouring of the water flow to the side slope and the plants can be reduced. Specifically, the layer that absorbs water can adopt a plurality of divisible portions that absorb water, after the plant growth is stable, can get rid of partial portion that absorbs water, plants the plant, and the regional area of planting is progressively increased, avoids once only planting by a large scale, and the soil erosion that the bank protection ability of plant planting initial stage is poor to cause runs off, or the plant is unsuitable to die on a large scale and causes economic loss.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a schematic top view of the present invention.

Fig. 3 is a schematic structural view of the water-absorbing layer of the present invention.

Fig. 4 is a schematic structural view of the anchor rod and the reinforcing rib in the present invention.

In the figure: 1. a soil layer; 2. a crushed stone layer; 3. a hard frame; 4. rotating the spray head; 5. a water channel; 6. a planting area; 7, anchoring the bolt; 8. reinforcing ribs; 9. a protection plate; 10. a flexible mesh bag; 11. a water-absorbing material.

Detailed Description

The technical solution of the present invention will be described in further detail through the following embodiments.

As shown in fig. 1-4, a slope protection structure of an ecological wetland comprises a slope body, a plurality of water channels 5 and water absorption layers, wherein the water channels 5 are arranged on the surface of the slope body and are communicated with each other in a criss-cross manner, rotary nozzles 4 are arranged at staggered positions, and one of the water channels 5 is communicated with a water source; the surfaces of the slopes are divided into a plurality of rectangular areas by criss-cross arrangement of the water channels 5, at least one planting area 6 is arranged in each rectangular area, and the planting areas 6 are used for planting plants. This slope protection structure passes through the pipeline and falls into a plurality of rectangle regions with the surface of side slope, all set up planting area in each rectangle region so that the plant avoids soil erosion and water loss, the crisscross position of each water course sets up rotatory nozzle and can waters to planting area around, so that water when being fit for, it is concrete, the water course can pass through the water pump and connect the water source, simultaneously, in this embodiment, set up a planting area in each rectangle region, in other embodiments, each rectangle region can in set up two, three or a plurality of planting area. The selection of plants in a specific planting area can select suitable plants according to specific climatic and ecological conditions.

Specifically, water permeable bricks are laid on the edges of the planting areas 6 to form hard frames 3; the water permeable bricks can be fixedly connected by adopting a binder. Specifically, the slope body is soil layer 1, metalling 2 and the layer that absorbs water by supreme down in proper order, the layer that absorbs water sets up in the clearance of each planting area 6. When water flow is too large, water is absorbed through the water absorption layer, and the scouring of the water flow to the side slope and the plants can be reduced. Specifically, the layer that absorbs water can adopt a plurality of divisible portions that absorb water, after the plant growth is stable, can get rid of partial portion that absorbs water, plants the plant, and the regional area of planting is progressively increased, avoids once only planting by a large scale, and the soil erosion that the bank protection ability of plant planting initial stage is poor to cause runs off, or the plant is unsuitable to die on a large scale and causes economic loss.

Specifically, the water absorption layer comprises a flexible mesh bag 10 and a water absorption material 11 arranged inside the flexible mesh bag 10, and the bottom surface of the flexible mesh bag is fixed through a plurality of anchor rods 7. Specifically, the water absorbing material can be a high molecular water absorbing material or other conventional water absorbing materials.

Specifically, each anchor rod 7 is connected through the reinforcing ribs 8, the reinforcing ribs 8 are mutually crossed, and the anchor rods 7 are located at intersection points of at least three reinforcing ribs 8, so that the stability of the fixing structure can be effectively improved.

Specifically, the water channels 5 penetrate through the gravel layer 2, vertical pipelines are arranged at the communication positions of any two water channels 5, and the upper ends of the vertical pipelines extend out of the slope body and are provided with rotary nozzles 4; the vertical pipeline is perpendicular to the slope body.

Specifically, the slope body corresponds the downside of vertical pipeline sets up the bracing piece to one side, can effectively improve vertical pipeline's stability.

Specifically, the water absorbing material 11 is uniformly dispersed in the flexible mesh bag, a protection plate 9 is arranged above the flexible mesh bag, water leakage holes are uniformly formed in the protection plate 9, and the edge of the protection plate 9 is connected with the flexible mesh bag through the flexible material. Through the setting of guard plate, the guard plate is hard material, and under the state that rivers are mild, the design of guard plate can be convenient for trample, and when the water impact slope body, the hole that leaks is designed to the guard plate, does not influence the material that absorbs water and absorbs moisture.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention and not to limit it; although the present invention has been described in detail with reference to preferred embodiments, it should be understood by those skilled in the art that: the invention can be modified or equivalent substituted for some technical features; without departing from the spirit of the present invention, it should be understood that the scope of the claims is intended to cover all such modifications and variations.

Claims

1. The utility model provides a side slope protection structure of ecological wetland which characterized in that: the water-absorbing slope comprises a slope body, a plurality of water channels and a water-absorbing layer, wherein the water channels are arranged on the surface of the slope body and are communicated with each other in a criss-cross mode, rotary spray heads are arranged at staggered positions, and one of the water channels is communicated with a water source; the surface of the slope body is divided into a plurality of rectangular areas by criss-cross arrangement among the water channels, at least one planting area is arranged in each rectangular area, and the planting areas are used for planting plants.

2. The ecological wetland side slope protection structure according to claim 1, characterized in that: and water permeable bricks are laid at the edges of the planting areas to form hard frames.

3. The side slope protection structure of the ecological wetland according to claim 1 or 2, characterized in that: the slope body is soil layer, metalling and the layer that absorbs water from lower to upper in proper order, the layer that absorbs water sets up in each planting regional clearance.

4. The ecological wetland side slope protection structure according to claim 3, characterized in that: the water absorbing layer comprises a flexible mesh bag and a water absorbing material arranged inside the flexible mesh bag, and the bottom surface of the flexible mesh bag is fixed through a plurality of anchor rods.

5. The ecological wetland side slope protection structure according to claim 4, characterized in that: the anchor rods are connected through reinforcing ribs, the reinforcing ribs are mutually crossed, and the anchor rods are located at the intersection points of at least three reinforcing ribs.

6. The ecological wetland side slope protection structure according to claim 3, characterized in that: the water channels penetrate through the gravel layer, vertical pipelines are arranged at the communication positions of any two water channels, and the upper ends of the vertical pipelines extend out of the slope body and are provided with rotary nozzles; the vertical pipeline is perpendicular to the slope body.

7. The ecological wetland side slope protection structure according to claim 6, characterized in that: the slope body is provided with an inclined supporting rod corresponding to the lower side of the vertical pipeline.

8. The ecological wetland side slope protection structure according to claim 4, characterized in that: the water absorption material is uniformly dispersed in the flexible mesh bag, a protection plate is arranged above the flexible mesh bag, water leakage holes are uniformly formed in the protection plate, and the edge of the protection plate is connected with the flexible mesh bag through the flexible material.