Water and soil loss protection structure

Abstract

The utility model relates to the technical field of water and soil loss, and discloses a water and soil loss protection structure which comprises a foundation, a concrete pouring layer is arranged on the foundation, a frame is arranged on the foundation, holes are formed in the frame, a soil layer is arranged in the holes, a gravel layer is arranged at the bottom of the soil layer and attached to the foundation, and the concrete pouring layer is arranged on the concrete pouring layer. The concrete pouring layer is poured on the foundation, the stability of the surface of the foundation is greatly enhanced, the flow slowing plates arranged in a crossed mode can effectively slow down the water flow speed in rainy days, direct scouring force of rainwater to the side slope is reduced, and therefore the risk of water and soil loss is reduced, and green plants planted in the soil layer not only enhance the greening effect, but also improve the greening effect. The root system can further stabilize the soil and increase the natural protection capability of the side slope, the gravel layer serves as a cushion layer, rainwater accumulated on the soil layer can be quickly drained, the permeation and softening effects of water on the side slope are reduced, and the stability of the side slope is further improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to water and soil loss technical field especially relates to a water and soil loss protection structure. BACKGROUND

[0002] When the rainy season comes, it is easy to cause water and soil loss problem, and the heavy rainfall, concentrated rainfall and fast water flow speed cause serious surface erosion, and the two sides of the river bank are mostly soil structure areas, which leads to serious water and soil loss of the river bank, therefore, a side slope water and soil loss protection structure is needed.

[0003] The water and soil loss protection structure still has the following defects when in use: the traditional slope on both sides of the road can only be reinforced by laying a net-shaped geotextile to prevent landslides in rainy days, and the net-shaped geotextile has a short service life in nature and needs to be replaced from time to time, thereby consuming a lot of labor. UTILITY MODEL CONTENT

[0004] The utility model aims at solving the defects in the prior art and provides a water and soil loss protection structure.

[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a water and soil loss protection structure, comprising a foundation, a concrete pouring layer is arranged on the foundation, a frame is arranged on the foundation, a hole is arranged on the frame, a soil layer is arranged in the hole, a gravel layer is arranged at the bottom of the soil layer, the gravel layer is attached to the foundation, a drainage hole is arranged on the frame, and a guard plate is fixedly connected to the frame.

[0006] As a further description of the above technical scheme: the concrete pouring layer is fixedly connected with a flow slowing plate.

[0007] As a further description of the above technical scheme: a water flow groove is arranged on the foundation, and a road surface is arranged on the foundation.

[0008] As a further description of the above technical scheme: the flow slowing plate is provided in several groups, and the flow slowing plates are arranged in cross.

[0009] As a further description of the above technical scheme: the guard plate is provided in several groups, and the hole is provided in several groups.

[0010] As a further description of the above technical scheme: the hole penetrates through the frame, the drainage hole penetrates through the frame, and the drainage hole is communicated with the hole.

[0011] As a further description of the above technical scheme: the drainage hole is provided in several groups, and the water flow groove is arranged below the lowest end drainage hole.

[0012] The utility model has the following beneficial effects:

[0013] 1. In the utility model, a layer of concrete pouring layer is poured on the foundation, which greatly enhances the stability of the foundation surface, the cross-flow plate is arranged in cross, which can effectively slow down the water flow speed in rainy days, reduce the direct erosion of rainwater on the slope, thereby reducing the risk of soil erosion, the green plants planted in the soil layer not only enhance the greening effect, but also further stabilize the soil, increase the natural protection ability of the slope, the gravel layer as a cushion helps to quickly drain the accumulated rainwater on the soil layer, reduces the penetration and softening effect of water on the slope, and further improves the stability of the slope.

[0014] 2. In the utility model, the drainage facilities such as the hole, the gravel layer and the drainage hole are arranged, forming an efficient drainage system, which can quickly drain the rainwater, avoiding the accumulation of water in the structure, thereby reducing the damage and aging of the structure caused by water, and through the centralized drainage to the water flow tank, the drainage efficiency is improved, the maintenance and management in the later period are facilitated, the service life of the protection structure is prolonged, and the labor and cost consumption caused by frequent maintenance and replacement are reduced. BRIEF DESCRIPTION OF DRAWINGS

[0015] Figure 1 A sectional view of a soil and water loss protection structure is provided for the utility model;

[0016] Figure 2 A structural schematic view of a soil and water loss protection structure is provided for the utility model;

[0017] Figure 3 A Figure 1 enlarged view of A in the middle.

[0018] Legend:

[0019] 1, foundation; 2, concrete pouring layer; 3, cross-flow plate; 4, frame; 5, hole; 6, soil layer; 7, gravel layer; 8, drainage hole; 9, water flow tank; 10, guard plate; 11, road surface. DETAILED DESCRIPTION

[0020] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model.

[0021] Refer to Figures 1-3The utility model provides an embodiment: a water and soil loss protection structure, including foundation 1, be equipped with concrete pouring layer 2 on foundation 1, be equipped with frame 4 on foundation 1, be equipped with hole 5 on frame 4, be equipped with soil layer 6 in hole 5, the bottom of soil layer 6 is equipped with broken stone layer 7, broken stone layer 7 is bonded on foundation 1, be equipped with drain hole 8 on frame 4, frame 4 is fixedly connected with fender 10, by pouring a layer of concrete pouring layer 2 on foundation 1, the stability of the surface of foundation 1 is greatly enhanced, the cross -set slow -flow plate 3 can effectively slow down the water flow speed in rainy days, reduces the direct scouring force of rainwater to the side slope, thereby reduce the risk of water and soil loss, the green plant planted in soil layer 6 not only strengthens the greening effect, and its root system can further stabilize the soil, increase the natural protection ability of the side slope, broken stone layer 7 as a cushion, help to quickly discharge the rainwater accumulated on soil layer 6, reduce the penetration and softening effect of water on the side slope, further improve the stability of the side slope.

[0022] Concrete pouring layer 2 is fixedly connected with slow -flow plate 3 on foundation 1, and water channel 9 is arranged on foundation 1, and pavement 11 is arranged on foundation 1, the slow -flow plate 3 is provided with a plurality of groups, the slow -flow plate 3 is cross -set, the fender 10 is provided with a plurality of groups, the hole 5 is provided with a plurality of groups, the hole 5 penetrates frame 4, the drain hole 8 penetrates frame 4, the drain hole 8 is communicated with the hole 5, the drain hole 8 is provided with a plurality of groups, the water channel 9 is arranged below the lowest end drain hole 8, by the drain hole 5, broken stone layer 7 and drain hole 8 etc. drainage facilities, an efficient drainage system is formed, rainwater can be quickly discharged, the accumulation of water in the structure is avoided, thereby reducing the structure damage and aging caused by water, by concentrating drainage to the water channel 9 for discharge, not only improve the drainage efficiency, but also facilitate the later maintenance and management, prolong the service life of the protection structure, also reduce the labor and cost consumption caused by frequent maintenance and replacement.

[0023] Working principle: when using, first, a layer of concrete pouring layer 2 is poured on foundation 1, for increasing the stability of the surface of foundation 1, and a plurality of cross slow -flow plates 3 are arranged on concrete pouring layer 2, for slowing down the water flow flowing down on concrete pouring layer 2 in rainy days, thereby reducing the impact force of rainwater scouring the side slope, and hole 5 is arranged on foundation 1, soil layer 6 is arranged in hole 5, soil layer 6 is used for planting green plants, not only improves the greening of pavement 11 side, but also further blocks the water of rainy season through the more thin green plants, broken stone layer 7 is arranged as a cushion under soil layer 6, for better discharging the rainwater accumulated on soil layer 6, when rainwater flows on foundation 1 through broken stone layer 7, a plurality of drain holes 8 are arranged on frame 4, and the rainwater is concentrated in water channel 9 for discharge, thereby improving the stability of the side slope, and the service life is high, the labor consumption is reduced.

[0024] Finally, it should be noted that: the above only for the preferred embodiments of the present application, and is not intended to limit the present application, although the foregoing embodiments of the present application has been described in detail, for the skilled in the art, it still can be modified, or for part of the technical features of the equivalent replacement, the spirit and principles of the present application, made any modification, equivalent replacement, improvement, etc., should be included within the scope of the present application.

Claims

1. An erosion protection structure comprising a foundation (1), characterized in that: The foundation (1) is provided with a concrete pouring layer (2), the foundation (1) is provided with a frame (4), the frame (4) is provided with a hole (5), the hole (5) is provided with a soil layer (6), the bottom of the soil layer (6) is provided with a gravel layer (7), the gravel layer (7) is attached to the foundation (1), the frame (4) is provided with a drainage hole (8), and the frame (4) is fixedly connected with a guard plate (10).

2. A water and soil erosion protection structure according to claim 1, characterized in that: The concrete pouring layer (2) is fixedly connected with a flow slowing plate (3).

3. An erosion control structure according to claim 2, wherein: The foundation (1) is provided with a water flow tank (9), and the foundation (1) is provided with a road surface (11).

4. An erosion control structure according to claim 3, wherein: The flow slowing plate (3) is provided with a plurality of groups, and the flow slowing plate (3) is cross arranged.

5. An erosion control structure according to claim 4, wherein: The guard plate (10) is provided with a plurality of groups, and the hole (5) is provided with a plurality of groups.

6. An erosion control structure according to claim 5, wherein: The hole (5) penetrates the frame (4), the drainage hole (8) penetrates the frame (4), and the drainage hole (8) is communicated with the hole (5).

7. An erosion control structure according to claim 6, wherein: The drainage hole (8) is provided with a plurality of groups, and the water flow tank (9) is arranged below the lowest end drainage hole (8).

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