CN220813910U - Vegetation restoration side slope structure of water and soil loss area - Google Patents
Vegetation restoration side slope structure of water and soil loss area Download PDFInfo
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- CN220813910U CN220813910U CN202322703829.5U CN202322703829U CN220813910U CN 220813910 U CN220813910 U CN 220813910U CN 202322703829 U CN202322703829 U CN 202322703829U CN 220813910 U CN220813910 U CN 220813910U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 35
- 239000002689 soil Substances 0.000 title claims abstract description 25
- 238000011084 recovery Methods 0.000 claims description 12
- 230000000903 blocking effect Effects 0.000 claims description 8
- 240000002066 Amorpha fruticosa Species 0.000 claims description 5
- 235000004047 Amorpha fruticosa Nutrition 0.000 claims description 5
- 241000282326 Felis catus Species 0.000 claims description 5
- 241001295692 Pyracantha fortuneana Species 0.000 claims description 5
- 238000004162 soil erosion Methods 0.000 claims description 5
- 244000025254 Cannabis sativa Species 0.000 claims description 4
- 244000052363 Cynodon dactylon Species 0.000 claims description 4
- 241000522169 Lespedeza Species 0.000 claims description 4
- 235000001667 Vitex agnus castus Nutrition 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 3
- 244000063464 Vitex agnus-castus Species 0.000 claims 1
- 238000007599 discharging Methods 0.000 claims 1
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 230000009466 transformation Effects 0.000 abstract description 2
- 241000196324 Embryophyta Species 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 5
- 230000003628 erosive effect Effects 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 241000532412 Vitex Species 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 244000248021 Vitex negundo Species 0.000 description 1
- 235000010363 Vitex negundo Nutrition 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000007688 edging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 230000035558 fertility Effects 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 235000008216 herbs Nutrition 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000000670 limiting effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000002829 reductive effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a vegetation restoration slope structure of a water and soil loss area, which relates to the field of agricultural planting, and adopts the technical scheme that the vegetation restoration slope structure comprises a top platform, a slope surface and a bottom platform, wherein the slope surface is provided with a plurality of strip masonry building frameworks from bottom to top, and a plurality of planting areas are arranged between the building frameworks; the masonry framework comprises a plurality of vertical frameworks and transverse frameworks positioned among the vertical frameworks, wherein at least two transverse frameworks of adjacent vertical frameworks are mutually formed into a sharp angle shape, and the plurality of sharp angle-shaped transverse frameworks are arranged in the length direction of the vertical frameworks; the fixed forms of the short anchor rods and the long anchor rods are canceled, the structure on the side slope is designed into a structure of a masonry skeleton, and compared with equipment such as the long anchor rods, the masonry skeleton can require less land transformation and environmental interference. Can be better integrated into natural environment, reduce the damage of the ecological system and reduce the influence on the local ecological system. This helps to maintain the integrity of the ecosystem and landscape around the slope.
Description
Technical Field
The utility model relates to the field of agricultural planting, in particular to a vegetation recovery side slope structure in a water and soil loss area.
Background
In the plant greening project of the side slope, it is common practice to fix by means of short anchor rods, long anchor rods and the like, so as to ensure that plants can stably grow and prevent external soil erosion and slope collapse.
The installation of long anchors or other fixtures may require a degree of land modification and environmental intervention on the side slope. This can have adverse effects on the local ecosystem and landscape and even result in land use conflicts. Also, installation and maintenance of long bolt equipment typically requires significant capital investment. This can increase the overall cost of vegetation greening projects, especially in large scale projects.
Disclosure of utility model
The utility model aims to provide a vegetation recovery side slope structure of a water and soil loss area, which has the advantages of low subsequent maintenance cost and low modification degree of a side slope.
The technical aim of the utility model is realized by the following technical scheme:
a vegetation recovery side slope structure of a soil erosion area, at least comprising:
A top platform;
The slope surface is provided with a plurality of strip masonry building frameworks from bottom to top, a plurality of planting areas are arranged among the building frameworks, and a three-dimensional vegetation net is arranged in each planting area; the masonry framework comprises a plurality of vertical frameworks and transverse frameworks positioned among the vertical frameworks, wherein at least two transverse frameworks of adjacent vertical frameworks are mutually formed into a sharp angle shape, and the plurality of sharp angle-shaped transverse frameworks are arranged in the length direction of the vertical frameworks;
A bottom platform, the top and bottom platforms being comprised of a plurality of grout rubbles; the bottom platform is provided with water blocking belts, each vertical framework is provided with a drainage groove which is discharged to the water blocking belt, and each horizontal framework is provided with an overflow groove which is communicated with the drainage groove.
Further set up: along the horizontal skeleton from bottom to top direction, the overflow launder of horizontal skeleton includes the first flange that is located the downside and is located the opening of upside, the opening flushes with the height of planting district.
Further set up: along the horizontal skeleton from bottom to top direction, the water drainage tank of vertical skeleton is equipped with the hole with overflow tank intercommunication including the second flange that is located the left and right sides on the second flange.
Further set up: and an edging framework is arranged on the outer ring of each planting area.
Further set up: at least one vertical skeleton is equipped with the cat ladder, cat ladder and vertical skeleton interval setting.
Further set up: and amorpha fruticosa, pyracantha fortuneana and plains are planted in the planting area.
Further set up: and the lespedeza, the chaste tree barks and the bermuda grass are planted in the planting area.
In summary, the utility model has the following beneficial effects:
Firstly, because the utility model adopts a fixed form of canceling the short anchor rod and the long anchor rod, the structure on the side slope is designed into a structure of a masonry skeleton, and compared with equipment such as the long anchor rod, the mode of the masonry skeleton can need less land transformation and environmental interference. Can be better integrated into natural environment, reduce the damage of the ecological system and reduce the influence on the local ecological system. This helps to maintain the integrity of the ecosystem and landscape around the slope.
Second, in the present utility model, the elimination of long anchors and other securing devices typically requires periodic maintenance and inspection. The masonry skeleton requires less maintenance, thereby reducing the long-term costs of the project. While the design of the masonry skeleton may require more prior engineering planning and construction costs, it may reduce maintenance and repair costs over a long period of time, potentially reducing overall project costs.
Drawings
FIG. 1 is a schematic top view of a vegetation recovery side slope structure in a soil and water loss area;
FIG. 2 is a schematic side view of a vegetation recovery side slope structure in a soil and water loss area;
FIG. 3 is a schematic structural view of a masonry skeleton;
FIG. 4 is a schematic structural view of a vertical skeleton;
FIG. 5 is a schematic structural view of a transverse skeleton;
fig. 6 is a schematic structural view of a staircase.
100, Top platform; 200. a slope; 300. a bottom platform; 301. a water blocking belt; 400. building a framework; 401. a vertical skeleton; 402. a transverse skeleton; 403. a drainage channel; 404. a second flange; 405. an overflow tank; 406. a first flange; 407. an opening; 408. a hole; 500. a planting area; 501. a three-dimensional vegetation net; 502. a selvedge frame; 600. and (5) climbing a ladder.
Detailed Description
The present utility model will be described in further detail with reference to the accompanying drawings.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present utility model.
The vegetation restoration slope structure for the soil erosion and water loss area comprises a top platform 100, a slope surface 200 and a bottom platform 300, wherein the top platform 100 and the bottom platform 300 are composed of a plurality of grout rubble stones as shown in fig. 1 and 2. The bottom platform 300 is provided with a water blocking belt 301.
The slope 200 is provided with a plurality of strip masonry building frameworks 400 from bottom to top, a plurality of planting areas 500 are arranged among the building frameworks 400, and a three-dimensional vegetation net 501 is arranged in the planting areas 500. The three-dimensional vegetation net 501 has a grid-like structure and can be covered on the slope 200 or the ground surface to form a protective layer. This helps to reduce erosion of the soil by the water flow, preventing water and soil loss, especially on steep hillsides and in areas prone to erosion. Plants may be grown in the grid. The design can promote the establishment of vegetation, improve the root system of the vegetation and further enhance the stability of soil.
The masonry skeleton 400 includes a plurality of vertical skeletons 401 and a transverse skeleton 402 located between the plurality of vertical skeletons 401, at least two transverse skeletons 402 of adjacent vertical skeletons 401 are provided, and form a cusp shape with each other, and the transverse skeletons 402 forming the cusp shape are located in the length direction of the vertical skeletons 401 and are arranged in plurality. The sharp-corner-shaped construction mode can improve the stability of the whole framework structure. This shape helps to distribute and transfer loads, reducing tilting and deformation of the structure, and thus increasing the overall stability of the structure. The cusp-shaped transverse skeleton 402 may better distribute and absorb external forces such as lateral forces, earthquakes, or wind forces when subjected to such forces, reducing deformation and damage to the structure.
As shown in fig. 3 and 4, a drainage channel 403 is provided on each vertical skeleton 401 to drain to the water blocking belt 301, and an overflow channel 405 is provided on each horizontal skeleton 402 to communicate with the drainage channel 403. In the bottom-up direction of the lateral frame 402, the overflow trough 405 of the lateral frame 402 includes a first flange 406 on the underside and an opening 407 on the upper side, the opening 407 being flush with the height of the planting area 500. The drainage groove 403 of the vertical skeleton 401 includes second flanges 404 on both left and right sides in the bottom-up direction of the horizontal skeleton 402, and the second flanges 404 are provided with holes 408 communicating with the overflow groove 405. With the drainage channel 403 and the overflow channel 405, the drainage channel 403 can guide water flow, guide water from high to low, and ensure that water is uniformly distributed in each planting area 500. This helps prevent water from accumulating at specific locations and reduces problems caused by uneven water content.
In the present embodiment, a trim skeleton 502 is provided at the outer periphery of each planting area 500. Can act as a protective barrier for soil and prevent soil erosion and water flow scouring. This helps to maintain the fertility and stability of the soil and promote plant growth.
In this embodiment, at least one vertical skeleton 401 is provided with a ladder 600, and the ladder 600 is disposed at a distance from the vertical skeleton 401. The cat ladder 600 and the vertical skeleton 401 do not affect each other, and the drainage function of the vertical skeleton 401 can be reserved. In this embodiment, the ladder 600 may be made of a building material or a metal material.
In this embodiment, amorpha fruticosa, pyracantha fortuneana and baixi grass are planted in the planting area 500. The amorpha fruticosa, the pyracantha fortuneana and the baixi grass all have deep root systems, so that the soil can be effectively stabilized, and the risk of water and soil loss is reduced. Their root systems help to maintain soil integrity and reduce erosion of the slope 200, particularly in areas where rainfall is high or where soil is easily eroded. Amorpha fruticosa, pyracantha fortuneana and baixi grass are drought-tolerant plants, and adapt to different climates and soil conditions. Their planting helps to restore ecological balance, provide habitat for wild animals and plants, and improve ecological diversity.
As an alternative embodiment, lespedeza, chaste tree and bermuda grass are planted in the planting area 500. The perennial shrubs or herbs nature of the lespedeza, vitex negundo and bermuda grass make them suitable for planting on the slope 200. Their dense growth and clumping nature can provide protection to the slope 200, reducing the wind and collapse of the slope 200. Their root systems help stabilize the slope 200 soil, preventing rain or water currents from scouring the soil, thereby reducing the risk of erosion.
As an alternative embodiment, the combination of plants grown without planting is different.
The above-described embodiments are provided for illustration only and not for limitation of the present utility model, and modifications may be made to the embodiments without creative contribution by those skilled in the art after reading the present specification, as long as they are protected by patent laws within the scope of claims of the present utility model.
Claims (7)
1. The utility model provides a soil erosion and water loss district vegetation recovery side slope structure which characterized in that includes at least:
A top deck (100);
The slope surface (200) is provided with a plurality of strip masonry building frameworks (400) from bottom to top, a plurality of planting areas (500) are arranged between the building frameworks (400), and a three-dimensional vegetation net (501) is arranged in the planting areas (500); the masonry framework (400) comprises a plurality of vertical frameworks (401) and transverse frameworks (402) positioned among the plurality of vertical frameworks (401), wherein at least two transverse frameworks (402) of adjacent vertical frameworks (401) are mutually formed into a sharp angle shape, and the plurality of transverse frameworks (402) forming the sharp angle shape are arranged in the length direction of the vertical frameworks (401);
-a bottom deck (300), said top deck (100) and bottom deck (300) being comprised of a plurality of grout stones; the water blocking device is characterized in that a water blocking belt (301) is arranged on the bottom platform (300), a drainage groove (403) is formed in each vertical framework (401) and is used for discharging water to the water blocking belt (301), and an overflow groove (405) communicated with the drainage groove (403) is formed in each horizontal framework (402).
2. The soil and water loss zone vegetation recovery side slope structure of claim 1 wherein: along the direction from bottom to top of the transverse skeleton (402), the overflow trough (405) of the transverse skeleton (402) comprises a first flange (406) positioned at the lower side and an opening (407) positioned at the upper side, wherein the opening (407) is flush with the height of the planting area (500).
3. The soil and water loss zone vegetation recovery side slope structure of claim 2 wherein: along the direction from bottom to top of the transverse framework (402), the drainage channel (403) of the vertical framework (401) comprises second flanges (404) positioned at the left side and the right side, and holes (408) communicated with the overflow channel (405) are formed in the second flanges (404).
4. The soil and water loss zone vegetation recovery side slope structure of claim 1 wherein: a binding framework (502) is arranged on the outer ring of each planting area (500).
5. The soil and water loss zone vegetation recovery side slope structure of claim 1 wherein: at least one vertical skeleton (401) is provided with a cat ladder (600), and the cat ladder (600) and the vertical skeleton (401) are arranged at intervals.
6. The soil and water loss zone vegetation recovery side slope structure of claim 1 wherein: amorpha fruticosa, pyracantha fortuneana and baixi grass are planted in the planting area (500).
7. The soil and water loss zone vegetation recovery side slope structure of claim 1 wherein: and the planting area (500) is internally planted with lespedeza, chaste tree barks and bermuda grass.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322703829.5U CN220813910U (en) | 2023-10-08 | 2023-10-08 | Vegetation restoration side slope structure of water and soil loss area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322703829.5U CN220813910U (en) | 2023-10-08 | 2023-10-08 | Vegetation restoration side slope structure of water and soil loss area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220813910U true CN220813910U (en) | 2024-04-19 |
Family
ID=90676580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322703829.5U Active CN220813910U (en) | 2023-10-08 | 2023-10-08 | Vegetation restoration side slope structure of water and soil loss area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220813910U (en) |
-
2023
- 2023-10-08 CN CN202322703829.5U patent/CN220813910U/en active Active
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| GR01 | Patent grant |