Slope protection structure for garden landscape canal water quality protection

Abstract

The utility model relates to the technical field of slope protection structures, and discloses a slope protection structure for garden landscape canal water quality protection, which comprises a slope body, a buttress type breast board is fixedly mounted on one side of the slope body, and triangular support plates are uniformly and fixedly connected in the buttress type breast board at equal intervals. The bottom of the inner wall of the inner concrete pouring pipe is installed in the filling cavity through a soil type anchor nail in advance, when concrete is introduced into the connecting channel pipe, the concrete flows into the outer concrete pouring pipe along the inner concrete pouring pipe through the pouring circulation hole, and therefore the concrete is poured into the outer concrete pouring pipe. And finally, the communicating position of the top end of the inner concrete pouring pipe and the bottom end of the connecting channel pipe is fixed through a second anchor bolt, so that the slope protection frame can be firmly attached to a slope, and landslide is prevented. And the situation that the structural strength and stability requirements of the slope are caused under the long-term action of natural factors such as climate and air temperature is avoided, and the anti-scouring capacity of the protective face is greatly reduced.

Description

Technical Field

[0001] The utility model relates to the technical field of slope protection structures, in particular to a slope protection structure for protecting water quality in a garden landscape canal. Background Art

[0002] Farmland irrigation often utilizes water from rivers, which is introduced into farmland through trenches dug into the ground. A canal is a man-made waterway divided into main canals and branch canals. Main and branch canals are typically constructed with stone or concrete. The basic elements of a garden landscape can be divided into two categories: soft elements such as trees, water, gentle breezes, drizzles, sunshine, and sky; and hard elements such as paving, walls, railings, and landscape structures. Soft elements are called softscapes and are typically natural; hard elements are called hardscapes and are typically man-made.

[0003] Nowadays, slope protection is generally used to protect the water quality of landscape canals and to prevent soil erosion on the surface of riverbanks. Ecological slope protection is a slope protection technology that integrates the basic knowledge of engineering mechanics, soil science, ecology, and botany to support slopes or side slopes, forming a comprehensive slope protection system composed of plants or engineering and plants. After the excavation slope is formed, plants are planted and the interaction between plants and rock and soil (root anchoring) is utilized to protect and reinforce the slope surface. This method of slope protection can not only meet the requirements for slope surface stability, but also restore the damaged natural ecological environment. It is an effective means of slope protection and consolidation.

[0004] However, under the long-term influence of natural factors such as climate and temperature, the strength and stability of the slope structure and the anti-scour ability of the reinforced surface will be greatly reduced, and the protective function will be lost. In case of severe weather, the protective performance of the roadbed slope will be seriously affected. Therefore, we need to provide a new slope protection structure for landscape canal water quality protection. Utility Model Content

[0005] The purpose of the utility model is to provide a slope protection structure for protecting water quality in a garden landscape canal, so as to solve the problems raised in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a slope protection structure for protecting the water quality of a garden landscape canal, comprising a slope body, a buttress-type retaining plate fixedly installed on one side of the slope body, triangular support plates evenly and equidistantly fixedly connected to the interior of the buttress-type retaining plate, a slope protection assembly provided on the oblique side of the slope body, a filling cavity provided on the interior of the slope body, a support body provided on the interior of the filling cavity for supporting the slope, and an installation groove pre-dug on the oblique side of the slope body.

[0007] Preferably, the slope protection component includes: a slope protection frame laid inside the installation groove; corner extension tenons are integrally connected to the four corners of the slope protection frame, and the corner extension tenons are fixedly installed in the installation groove through anchor bolts I. Vegetation planting frame grooves are integrally formed on the slope protection frame at equal intervals, and grid grooves are arranged between each row of vegetation planting frame grooves. Connecting holes are opened at the bottom of the grid grooves, and isolation grids are arranged inside the grid grooves.

[0008] Preferably, water permeable grid holes are evenly opened on the surface of the isolation grid at equal intervals, and buckle grooves I are opened at the bottom of the isolation grid at equal intervals. Buckle grooves II are opened between every two buckle grooves I for clamping and embedding on the tenons formed between the vegetation planting frame grooves.

[0009] Preferably, the isolation grid is in a hollow shape. A connecting channel pipe is connected to the bottom of the isolation grid, and the bottom end of the connecting channel pipe penetrates through the connecting hole and extends to the filling cavity.

[0010] Preferably, an outer concrete casting pipe is arranged on the outer wall of the bottom end of the connecting channel pipe, and an inner concrete casting pipe is arranged inside the outer concrete casting pipe.

[0011] Preferably, the top end of the inner concrete casting pipe is connected and communicated with the bottom end of the connecting channel pipe, and pouring circulation holes are evenly opened on the outer wall of the inner concrete casting pipe at equal intervals, which can better promote the internal flow of concrete when pouring concrete.

[0012] Preferably, an earth anchor is arranged between the inner wall bottom of the inner concrete casting pipe and the inner wall bottom of the filling cavity, and the bottom of the inner concrete casting pipe is fastened through the earth anchor.

[0013] Preferably, an anchor bolt II is arranged at the connection between the top end of the inner concrete casting pipe and the bottom end of the connecting channel pipe.

[0014] The utility model provides a slope protection structure for protecting the water quality of a landscape water channel in a garden, which has the following beneficial effects:

[0015] (1) By designing the isolation grid in the utility model, since the water permeable grid holes have a water permeable function, the water on the slope can flow through the water permeable grid holes, so that the water flow can flow along the slope surface through the water permeable grid holes and into the vegetation planting frame grooves of the next row, thereby effectively strengthening the protection of the surface layer of the slope. By planting plants, the surface layer of the slope is protected and reinforced by the interaction between plants and rocks and soil bodies (root anchoring effect).

[0016] (2) The utility model installs the bottom of the inner concrete pouring pipe on the inner wall of the filling cavity in advance by using soil-type anchor bolts. When pouring concrete into the connecting channel pipe, the concrete will flow along the inner concrete pouring pipe and through the pouring through holes, so that the concrete flows into the outer concrete pouring pipe. Finally, the top of the inner concrete pouring pipe and the bottom end of the connecting channel pipe are fixed to each other at the connecting part, so that the slope protection frame can be firmly attached to the slope, preventing landslides and avoiding the significant reduction of the slope structure strength and stability requirements and the anti-scouring ability of the protective surface under the long-term action of natural factors such as climate and temperature. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 is a three-dimensional view of the overall structure of the utility model;

[0018] Figure 2 is a structural diagram of the retaining wall type retaining plate and the triangular support plate of the utility model;

[0019] Figure 3 is a structural diagram of the isolation grille of the utility model;

[0020] Figure 4 is a cross-sectional view of the overall structure of the utility model;

[0021] Figure 5 is the utility model Figure 4 magnified view of A in.

[0022] In the figure: 111 slope body, 112 retaining wall type retaining plate, 113 triangular support plate, 2 slope protection component, 211 slope protection frame, 212 corner extension tenon, 213 anchor bolt one, 214 isolation grille, 215 connecting channel pipe, 216 outer concrete pouring pipe, 217 inner concrete pouring pipe, 218 pouring through hole, 219 soil-type anchor bolt, 2110 anchor bolt two, 2111 support body. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0023] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying 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 the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model.

[0024] Examples of the embodiments are shown in the accompanying drawings, where the same or similar reference numerals represent the same or similar elements or elements with the same or similar functions throughout. The embodiments described below by referring to the accompanying drawings are exemplary and are intended to explain the present utility model and should not be construed as a limitation of the present utility model.

[0025] The preferred embodiment of a slope protection structure for protecting the water quality of a landscape canal provided by the present utility model is as follows Figures 1-5 shown: A slope protection structure for protecting the water quality of a landscape canal includes a slope body 111. A counterfort retaining wall 112 is fixedly installed on one side of the slope body 111. Triangular support plates 113 are fixedly connected at equal intervals and evenly inside the counterfort retaining wall 112. A slope protection component 2 is arranged on the inclined side of the slope body 111. There is a filling cavity inside the slope body 111, and a support body 2111 is arranged inside the filling cavity to play a supporting role. An installation groove is pre-dug on the inclined side of the slope body 111;

[0026] The slope protection component 2 includes: a slope protection frame 211, which is laid inside the installation groove; Angle extension tenons 212 are integrally connected at the four corner positions of the slope protection frame 211. The angle extension tenons 212 are fixedly installed in the installation groove through anchor bolts 213. Further, the slope protection frame 211 can be fastened in the installation groove. Vegetation planting frame grooves are integrally formed at equal intervals on the slope protection frame 211, and grid grooves are arranged between each row of vegetation planting frame grooves. Connection holes are opened at the bottom of the grid grooves, and isolation grids 214 are arranged inside the grid grooves; Further, by designing the slope protection frame 211, multiple groups of vegetation planting frame grooves are designed on it for planting various vegetation.

[0027] Permeable grid holes are evenly opened at equal intervals on the surface of the isolation grid 214, and buckle grooves 1 are opened at equal intervals at the bottom of the isolation grid 214, and buckle grooves 2 are opened between every two buckle grooves 1 for clamping and embedding on the tenons formed between the vegetation planting frame grooves; Further, by designing the isolation grid 214, because the permeable grid holes have a water permeable function, the water on the slope can flow through the permeable grid holes, so that the water flow can flow along the slope surface through the permeable grid holes to the vegetation planting frame grooves in the next row, thereby effectively strengthening the protection of the surface layer of the slope. By planting plants, the surface layer of the slope is protected and reinforced by the interaction between plants and rocks and soil bodies (root anchoring effect).

[0028] The isolation grid 214 is in a hollow shape. A connection channel pipe 215 is communicated and arranged at the bottom of the isolation grid 214, and the bottom end of the connection channel pipe 215 penetrates through the connection hole and extends to the filling cavity;

[0029] An outer concrete casting pipe 216 is arranged on the outer wall of the bottom end of the connection channel pipe 215, and an inner concrete casting pipe 217 is arranged inside the outer concrete casting pipe 216;

[0030] The top end of the inner concrete casting pipe 217 is communicated and arranged with the bottom end of the connection channel pipe 215, and casting circulation holes 218 are evenly opened at equal intervals on the outer wall of the inner concrete casting pipe 217 to better promote the internal flow of concrete when pouring concrete;

[0031] Soil anchors 219 are provided between the bottom of the inner wall of the inner concrete pouring pipe 217 and the bottom of the inner wall of the filling cavity, and the bottom of the inner concrete pouring pipe 217 is fastened by the soil anchors 219;

[0032] At the connection between the top end of the inner concrete pouring pipe 217 and the bottom end of the connection channel pipe 215, there is a second anchor bolt 2110.

[0033] Furthermore, by pre-installing the bottom of the inner wall of the inner concrete pouring pipe 217 in the filling cavity using soil anchors 219, when concrete is poured into the connection channel pipe 215, the concrete will flow along the inner concrete pouring pipe 217 and through the pouring flow holes 218, causing the concrete to flow into the outer concrete pouring pipe 216. Finally, the connection between the top end of the inner concrete pouring pipe 217 and the bottom end of the connection channel pipe 215 is fixed by the second anchor bolt 2110, so that the slope protection frame 211 can be firmly attached to the slope, preventing landslides and avoiding the problem that the strength and stability requirements of the slope structure and the anti-scouring ability of the protective surface are greatly reduced under the long-term action of natural factors such as climate and temperature, and thus losing the protective effect. In addition, since a support 2111 is provided in the filling cavity to play a supporting role, the slope protection performance is improved.

[0034] Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not used to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or perform equivalent replacements for some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A slope protection structure for water quality protection of a landscape water channel in a garden, including a slope body (111), characterized in that: A buttress-type earth retaining plate (112) is fixedly installed on one side of the slope body (111), and a triangular support plate (113) is fixedly connected to the interior of the buttress-type earth retaining plate (112) at equal intervals. A slope protection assembly (2) is provided on the oblique side surface of the slope body (111), and a filling cavity is provided inside the slope body (111). A support body (2111) is provided inside the filling cavity for supporting the slope, and the oblique side surface of the slope body (111) is pre-excavated with an installation groove.

2. The slope protection structure for protecting the water quality of the garden landscape water channel according to claim 1, wherein: The slope protection assembly (2) comprises: a slope protection frame (211) laid inside the installation groove; corner extension cams (212) are integrally connected at four corner positions of the slope protection frame (211); the corner extension cams (212) are fixedly installed in the installation groove via anchor bolts (213); vegetation planting frame grooves are integrally formed on the slope protection frame (211) at equal intervals, and grille grooves are provided between each row of vegetation planting frame grooves, and connection holes are opened at the bottom of the grille grooves, and isolation grilles (214) are built into the grille grooves.

3. A slope protection structure for protecting the water quality of a landscape canal according to claim 2, characterized in that: The surface of the isolation grille (214) is evenly and evenly provided with water-permeable grid holes, and the bottom of the isolation grille (214) is evenly and evenly provided with snap-fit grooves 1, and a snap-fit groove 2 is provided between every two snap-fit grooves 1 for snapping and embedding into the cams formed between the vegetation planting frame grooves.

4. The slope protection structure for protecting the water quality of a landscape canal according to claim 2, characterized in that: The isolation grille (214) is hollowed out, and a connecting channel tube (215) is provided at the bottom of the isolation grille (214), and the bottom end of the connecting channel tube (215) passes through the connecting hole and extends to the filling cavity.

5. The slope protection structure for protecting the water quality of a landscape canal according to claim 4, characterized in that: An outer concrete pouring pipe (216) is provided on the outer wall of the bottom end of the connecting channel pipe (215), and an inner concrete pouring pipe (217) is provided inside the outer concrete pouring pipe (216).

6. The slope protection structure for protecting the water quality of a landscape canal according to claim 5, wherein: The top end of the inner concrete pouring pipe (217) is connected to the bottom end of the connecting channel pipe (215), and the outer wall of the inner concrete pouring pipe (217) is evenly and equidistantly provided with pouring circulation holes (218), which can better promote the internal flow of concrete when pouring concrete.

7. A slope protection structure for protecting the water quality of a landscape water channel according to claim 5, characterized in that: A soil anchor (219) is provided between the inner wall bottom of the inner concrete pouring pipe (217) and the inner wall bottom of the filling cavity, and the bottom of the inner concrete pouring pipe (217) is fastened by the soil anchor (219).

8. A slope protection structure for protecting the water quality of a landscape canal according to claim 5, characterized in that: A second anchor bolt (2110) is provided at the point where the top end of the inner concrete pouring pipe (217) communicates with the bottom end of the connecting channel pipe (215).

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