CN220888675U - Side slope structure - Google Patents
Side slope structure Download PDFInfo
- Publication number
- CN220888675U CN220888675U CN202321974788.7U CN202321974788U CN220888675U CN 220888675 U CN220888675 U CN 220888675U CN 202321974788 U CN202321974788 U CN 202321974788U CN 220888675 U CN220888675 U CN 220888675U
- Authority
- CN
- China
- Prior art keywords
- slope
- layer
- sand
- vegetation
- extending direction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000004576 sand Substances 0.000 claims abstract description 89
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 72
- 238000001914 filtration Methods 0.000 claims abstract description 51
- 239000004575 stone Substances 0.000 claims abstract description 51
- 239000002689 soil Substances 0.000 claims abstract description 40
- 239000004744 fabric Substances 0.000 claims abstract description 35
- 238000004062 sedimentation Methods 0.000 claims abstract description 19
- 230000000903 blocking effect Effects 0.000 claims abstract description 5
- 239000011435 rock Substances 0.000 claims description 17
- 244000025254 Cannabis sativa Species 0.000 claims description 11
- 230000008635 plant growth Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 238000003973 irrigation Methods 0.000 claims description 4
- 230000002262 irrigation Effects 0.000 claims description 4
- 239000013049 sediment Substances 0.000 description 8
- 241000196324 Embryophyta Species 0.000 description 7
- 239000002893 slag Substances 0.000 description 6
- 238000011010 flushing procedure Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000012010 growth Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 238000004162 soil erosion Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 238000010977 unit operation Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a side slope structure, which relates to the technical field of side slope protection structures and comprises the following components: slope, vegetation layer, stone layer and sand filtering layer; the slope body is provided with a slope top road surface and a slope bottom; the slope roof pavement is provided with a water interception tank with the extending direction identical to that of the slope roof pavement; a sand sedimentation tank is arranged at the bottom of the slope; the vegetation layer, the block stone layer and the sand filtering layer are arranged on the slope body along the extending direction of the slope top pavement and are arranged along the extending direction perpendicular to the slope top pavement; the sand filtering layer comprises filter cloth for filtering water and blocking sand, and the extending direction of the filter cloth is the same as that of the sand filtering layer. The vegetation layer and the block stone layer can stabilize the slope, the sand filtering layer can filter the sand carried by the rain wash, the rain flows down to the slope through the filter cloth, the sand and the soil are blocked by the filter cloth and cannot flow to the slope bottom along with the rain, so that the water and soil loss of the slope is avoided, the soil on the slope can be reinforced after the vegetation layer grows mature, and the slope cannot cause the water and soil loss due to the rain wash.
Description
Technical Field
The utility model relates to the technical field of slope protection structures, in particular to a slope structure.
Background
In the construction process of mountain area production construction projects (such as roads, transmission line tower foundations, fans and the like), high steep bare slopes are easy to form due to steep topography, difficult construction or irregular construction unit operation, vegetation is seriously damaged, the side slope slag sliding body cannot be estimated, a very long steep slope is formed, the original slope vegetation is seriously damaged, and water and soil loss can be increased under the current conditions.
At present, a protection net is used for covering a slope surface, or a climbing plant is planted in a slope foot hole for greening the slope body, soil is reinforced through green planting to avoid water and soil loss, but the growth of the green planting needs a longer period to produce a reinforcing effect on the soil of the slope body, and before the green planting does not reach the period, the soil of the slope body is very easy to flow to the lower part of the slope body along the slope body under the flushing of rainwater, so that the soil of the slope body cannot be effectively prevented from losing under the flushing of the rainwater.
Disclosure of utility model
The utility model aims to provide a side slope structure so as to relieve the technical problems in the prior art.
The utility model provides a side slope structure, comprising: slope, vegetation layer, stone layer and sand filtering layer; the slope body is provided with a slope top pavement and a slope bottom; the slope roof pavement is provided with a water interception tank with the extending direction being the same as that of the slope roof pavement; a sand sedimentation tank is arranged at the bottom of the slope; the vegetation layer, the block stone layer and the sand filtering layer are arranged on the slope body along the extending direction of the slope top pavement and are arranged along the extending direction perpendicular to the slope top pavement; the sand filtering layer comprises filter cloth for filtering water and blocking sand, and the extending direction of the filter cloth is the same as that of the sand filtering layer.
Further, the vegetation layer, the block stone layer and the sand filtering layer are all multiple; the vegetation layers and the rock block layers are alternately arranged; the sand filtering layer is arranged between the vegetation layer and the block stone layer.
Further, the sand filtering layer further comprises a fixed net; the fixed net is arranged on two sides of the filter cloth along the extending direction perpendicular to the pavement of the slope roof, one end of the fixed net is connected with the filter cloth, and the other end of the fixed net is connected with the vegetation layer or the rock block layer; the extending direction of the filter cloth and the fixed net is the same as the extending direction of the slope top pavement.
Further, the stone layer is provided with a water filling groove for connecting the sand filtering layers at the upper side and the lower side; the irrigation grooves are arranged in a plurality, and the irrigation grooves are arranged on the stone layer at intervals along the extending direction of the pavement of the slope top.
Further, the vegetation layer comprises a vegetation bag; the plant growth bag is filled with plant growth soil, and vegetation seedlings or vegetation seeds are buried in the plant growth soil.
Further, the plant growing bags are multiple; the plant-growing bags are adjacently arranged along the extending direction of the slope top pavement.
Further, a grass planting groove is formed in the surface of the slope body; the grass planting groove is of a ladder-shaped structure from the road surface at the top of the slope to the bottom of the slope; the plant-growing bag is arranged in the grass planting groove.
Further, a water diversion channel is formed in the slope top pavement; the extending direction of the water diversion channel is the same as the extending direction of the slope top road surface.
Further, a sand sedimentation tank is arranged at the bottom of the slope; the top of the sand sedimentation tank is provided with a water inlet facing the slope body.
Further, a water outlet pipe is arranged at one side of the sand sedimentation tank, which is far away from the slope body; and a sand filtering net is arranged in the water outlet pipe.
The beneficial effects are that:
The utility model provides a side slope structure, which comprises: slope, vegetation layer, stone layer and sand filtering layer; the slope body is provided with a slope top road surface and a slope bottom; the slope roof pavement is provided with a water interception tank with the extending direction identical to that of the slope roof pavement; a sand sedimentation tank is arranged at the bottom of the slope; the vegetation layer, the block stone layer and the sand filtering layer are arranged on the slope body along the extending direction of the slope top pavement and are arranged along the extending direction perpendicular to the slope top pavement; the sand filtering layer comprises filter cloth for filtering water and blocking sand, and the extending direction of the filter cloth is the same as that of the sand filtering layer.
Specifically, the vegetation layer, the block stone layer and the sand filtering layer are arranged on the slope body to be matched for reinforcing the slope body, the vegetation layer and the block stone layer can stabilize the slope surface, the block stone layer adopts a parallel slope building block stone mode, stone building materials are collected from the surface of the slide slag bank, the cost is low, the implementation is convenient, the sand filtering layer can filter sand carried by rain wash, the rain water flows to the lower part of the slope through the filter cloth, the sand and soil are blocked by the filter cloth and cannot flow to the bottom of the slope along with the rain water, the water and soil loss of the slope body is avoided, the soil on the slope body can be reinforced after the vegetation layer grows mature, and the water and soil loss of the slope body cannot be caused by the rain wash.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present utility model, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic diagram of a front view structure of a side slope structure according to an embodiment of the present utility model;
FIG. 2 is a schematic side view of a side slope structure according to an embodiment of the present utility model;
FIG. 3 is a schematic structural view of a sand filtering layer of a side slope structure according to an embodiment of the present utility model;
fig. 4 is a schematic structural diagram of a vegetation layer of a side slope structure according to an embodiment of the present utility model.
Icon:
100-sloping body; 110-peak road surface; 111-a water diversion channel; 120-slope bottom;
200-vegetation layer; 210-a plant growing bag;
300-stone layer; 310-water filling tank;
400-sand filtering layer; 410-filtering cloth; 420-fixing net;
500-sand settling tank.
Detailed Description
The following description of the embodiments of the present utility model will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the utility model are shown. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model will now be described in further detail with reference to specific examples thereof in connection with the accompanying drawings.
It should be noted that in the prior art, the technology of fixing the slope such as grouting Dan Dangqiang, anchor rod combined hexagonal steel-twisted net slope fixing system is mostly adopted, and the cost of such a mode is high and the setting time is long. The slope surface transverse drainage scheme is mainly a horizontal drainage ditch, and the phenomenon of water and soil loss of the slope body cannot be improved.
As shown in fig. 1 to 4, the slope structure provided in this embodiment includes a slope body 100, a vegetation layer 200, a rock block layer 300 and a sand filtering layer 400; the slope body 100 has a slope top road surface 110 and a slope bottom 120; the slope roof road surface 110 is provided with a water interception groove with the same extending direction as the slope roof road surface 110; the slope bottom 120 is provided with a sand sedimentation tank 500; the vegetation layer 200, the rock block layer 300 and the sand filtering layer 400 are arranged on the slope body 100 along the extending direction of the slope top pavement 110 and are arranged along the extending direction perpendicular to the slope top pavement 110; the sand filtering layer 400 includes a filter cloth 410 for blocking sand by water, and an extending direction of the filter cloth 410 is the same as that of the sand filtering layer 400.
The direction indicated by the arrow in fig. 1 is the extending direction of the top road surface 110.
In this embodiment, set up vegetation layer 200, stone block layer 300 and sand filter layer 400 cooperation on the slope body 100 in order to consolidate the slope body 100, vegetation layer 200 and stone block layer 300 can stabilize the domatic, and stone block layer 300 adopts downhill building stone block mode, stone block material all picks up from swift current slag bank face, low in cost, easy implementation, sand filter layer 400 can filter the sand that the rainwash carried, the rainwater is flowed under the slope through filter cloth 410, sand, soil is blocked by filter cloth 410 and can't follow rainwater one and flow to the slope bottom 120, the soil erosion of slope body 100 has been avoided, and after vegetation layer 200 grows ripely, can consolidate the soil on the slope body 100, the slope body 100 can not lead to the soil erosion because of the rainwash.
Specifically, in the present embodiment, the length of the slope body 100, that is, the length of the straight line from the top road surface 110 to the bottom 120 is first determined, and the slope body 100 is initially cleaned, during which process, the stone blocks are picked up from the slag body for standby, and then the sand filtering layer 400 and the stone block forming stone block layer 300 are paved upward from the bottom 120 and the vegetation layer 200 is laid.
The stone layer 300 in this embodiment does not adopt the common structures in the prior art such as the grout masonry Dan Dangqiang and the anchor rod combined hexagonal steel-twisted net slope fixing system, but collects the stone blocks nearby the slope surface in a nearby material-drawing mode, and builds the stone blocks to form the stone layer 300, the stone block slope protection layer adopts the downhill building stone block mode, and stone materials are picked up from the slag sliding slope surface, so that the construction difficulty can be reduced, and the manufacturing cost is low.
In addition, in this embodiment, when in initial use, the soil of the slope 100 is stabilized by the rock block layer 300 and the vegetation layer 200, and meanwhile, sediment and soil lost by the slope 100 are intercepted by the sand filtering layer 400, and water coming from above can pass through the sand filtering layer 400, so that water and soil loss of the slope 100 is reduced. After a long period of use, vegetation in the vegetation layer 200 grows, thereby further consolidating and strengthening the soil of the slope 100.
Specifically, the vegetation layer 200 in this embodiment includes vine plants, the vine plants can grow along the slope body 100 after growing, and the stone layer 300 and the sand filtering layer 400 are firmly covered on the slope surface of the slope body 100, so that the slope body 100, the stone layer 300, the vegetation layer 200 and the sand filtering layer 400 form a whole, the structure is stable, and the soil reinforcement capability of the slope body 100 is improved again.
In this embodiment, the vegetation layer 200, the rock block layer 300 and the sand filtering layer 400 are all plural; the vegetation layers 200 and the rock block layers 300 are alternately arranged; a sand filtering layer 400 is arranged between the vegetation layer 200 and the rock block layer 300.
The stone block layer 300 and the vegetation layer 200 stabilize the soil of the slope body 100, the stone block layer 300 and the vegetation layer 200 are alternately arranged along the direction perpendicular to the slope top pavement 110, and a plurality of vegetation layers 200 grow in the vegetation after long-time use, so that the adjacent stone block layers 300 of each vegetation layer 200 are covered, the stone block layer 300 is more stable on the slope body 100, and when the width of the stone block layer 300 is larger, the vegetation layer 200 cannot completely cover the stone block layer 300. The sand filtering layer 400 is arranged between any adjacent vegetation layer 200 and the block stone layer 300, and the sand filtering layer 400 can intercept soil and sediment of the vegetation layer 200 and the block stone layer 300 above the sand filtering layer 400, so that the soil and sediment of the vegetation layer 200 and the block stone layer 300 on the upper part of the slope body 100 are prevented from flowing to the lower part of the slope body 100 along with rainwater, and the water and soil loss on the upper part of the slope body 100 is serious.
In this embodiment, the sand filtering layer 400 further includes a fixed mesh 420; the fixed net 420 is arranged at two sides of the filter cloth 410 along the extending direction perpendicular to the slope top pavement 110, one end of the fixed net 420 is connected with the filter cloth 410, and the other end is connected with the vegetation layer 200 or the rock block layer 300; the extension direction of the filter cloth 410 and the fixing net 420 is the same as the extension direction of the top road surface 110.
Specifically, the fixing net 420 can connect the filter cloth 410 with the vegetation layer 200 or the rock block layer 300 and the ground, so that the filter cloth 410 is firmly connected with the adjacent vegetation layer 200 or the adjacent rock block layer 300 and is firmly arranged on the ground, and the filter cloth 410 cannot be deformed and shifted due to the scouring of rainwater.
The fixing nets 420 are provided on both sides of the filter cloth 410, and the fixing nets 420 on both sides sandwich the filter cloth 410, so that the filter cloth 410 can be supported, and the filter cloth 410 can be vertically arranged on the ground, and is not softened and accumulated on the slope 100 after being immersed in water.
The fixed mesh 420 in this embodiment is a stainless steel mesh body, and is not easy to rust and damage after being washed by rain water in the last time.
In this embodiment, the stone layer 300 is provided with a water filling groove 310 for connecting the sand filtering layers 400 on the upper and lower sides; the plurality of water filling grooves 310 are provided, and the plurality of water filling grooves 310 are arranged on the rock block layer 300 at intervals along the extending direction of the slope roof pavement 110.
The water filling tank 310 can convey water above the stone block layer 300 to the lower part of the stone block layer 300, when excessive sediment is carried in rainwater, the filter cloth 410 can be blocked by the sediment in the rainwater, so that the filter cloth 410 can not smoothly discharge the water to the vegetation layer 200 below, at the moment, the rainwater can flow into the vegetation layer 200 below through the water filling tank 310, the water shortage of the vegetation layer 200 is avoided, and the vegetation of the vegetation layer 200 can not grow and die due to the water shortage and drought.
In addition, when the weather is drier in a rainless day for a long time, the vegetation layer 200 can be watered in a manual watering mode, a worker who performs watering can place a water pipe in the watering groove 310 on the slope top pavement 110, and the watering water flows downwards along the watering groove 310 under the action of gravity on the slope top pavement 110, so that the vegetation layer 200 is watered, the operation is simple, and the watering efficiency is high.
In this embodiment, the vegetation layer 200 includes a vegetation bag 210; the vegetation bag 210 is filled with vegetation soil in which vegetation seedlings or vegetation seeds are buried.
The plant-growing bag 210 is of a bag-packed integral structure, and after being arranged on the ground, the plant-growing bag can stabilize the slope surface of the slope body 100, can shield and cover the slope body 100, and reduces the area of the slope body 100 exposed to the outside, thereby reducing the water and soil loss of the soil caused by rain wash. In addition, in the embodiment, the plant soil of the plant growth bag 210 is provided with nutrients required by vegetation growth, so that seedlings or seeds of vegetation can grow fast to form forests as soon as possible, and further reinforcement of the soil of the slope 100 is realized.
After the vegetation in the vegetation bag 210 grows, the vegetation can break the vegetation bag 210 and continue to grow until the slope 100 is covered.
In this embodiment, there are a plurality of plant-growing bags 210; the plurality of plant-growing bags 210 are adjacently disposed along the extending direction of the top pavement 110.
Specifically, the plurality of plant-growing bags 210 in the embodiment are connected by the connecting buckle, so that the plurality of plant-growing bags 210 can be connected with each other into an integral structure after being adjacently arranged into the vegetation layer 200, thereby improving the stability of each plant-growing bag 210.
Referring to fig. 4, in the present embodiment, a grass planting groove is formed on the surface of the slope body 100; the grass planting groove is in a ladder-shaped structure from the pavement 110 at the top of the slope to the pavement 120 at the bottom of the slope; the plant growing bag 210 is disposed in the grass planting groove.
All grass planting grooves extending along the extending direction of the slope top pavement 110 in this embodiment are groove layers, each vegetation layer 200 includes a plurality of groove layers, the groove layers are in a ladder-shaped structure in the extending direction perpendicular to the slope top pavement 110, and each grass planting groove is provided with a plant-growing bag 210.
In the embodiment, a water diversion trench 111 is arranged on the slope roof pavement 110; the direction of extension of the water diversion trench 111 is the same as the direction of extension of the top road surface 110.
Referring to fig. 2, the water diversion trench 111 can intercept water on the top road surface 110, and prevent water on the top road surface 110 from directly flushing onto the slope body 100. Especially when the rainwater is more, the rainwater is hit and has certain potential energy on the slope top pavement 110, the flow speed of the rainwater on the slope top pavement 110 is faster, if the rainwater is gathered on the slope top pavement 110 and flows onto the slope body 100, the rainwater is very easy to wash down soil and sediment on the slope body 100 and carry to the slope bottom 120 with very strong flow speed. The water diversion trench 111 can be used for diverting most of water on the slope top pavement 110, so that most of accumulated water on the slope top pavement 110 can flow away along the water diversion trench 111, and excessive scouring of the slope body 100 when the accumulated water on the slope top pavement 110 is excessive is avoided, so that soil of the slope body 100 is caused to run off along with flowing water.
In the present embodiment, the slope bottom 120 is provided with a sand sedimentation tank 500; the top of the sand basin 500 is provided with a water inlet toward the slope 100.
The sand sedimentation tank 500 can collect water flow carrying sediment and soil flowing down from the slope body 100, and the water flow enters the sand sedimentation tank 500 to be accumulated, so that the sediment sedimentation tank 500 has the function of reducing soil loss.
When the stones used in the sand sedimentation tank 500 in this embodiment are implemented in this embodiment, the slope body 100 is primarily cleaned, and the stones collected from the slag body are picked up without searching for additional raw materials, which is convenient to implement and has low cost.
In the embodiment, a water outlet pipe is arranged at one side of the sand sedimentation tank 500 far away from the slope body 100; a sand filtering net is arranged in the water outlet pipe.
The outlet pipe can be when the retaining in the sand setting tank 500 is too much with the partial retaining in the sand setting tank 500 discharge sand setting tank 500, and the filter sand net can filter the retaining of discharging, avoids having too much silt to follow the retaining together and discharge sand setting tank 500.
Specifically, the water outlet pipe in this embodiment is disposed at the upper portion of the sand sedimentation tank 500, and when there is a small amount of water storage in the sand sedimentation tank 500, water does not need to be discharged to the outside of the sand sedimentation tank 500 through the water outlet pipe, and the water storage stands in the sand sedimentation tank 500 to separate water and sand.
And, when the retaining in the grit chamber 500 is more, silt and soil can sink in the bottom of grit chamber 500 owing to the density is great, and grit chamber 500 upper portion is the retaining that does not have silt or silt volume is less, and the outlet pipe is with the retaining that does not have silt or silt volume is less of grit chamber 500 upper portion discharge grit chamber 500 outside, has further avoided having too much silt to follow the retaining and together discharge grit chamber 500.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced with equivalents; such modifications and substitutions do not depart from the spirit of the technical solutions according to the embodiments of the present utility model.
Claims (10)
1. A side slope structure comprising: the device comprises a slope body (100), a vegetation layer (200), a stone block layer (300) and a sand filtering layer (400);
the slope body (100) is provided with a slope top pavement (110) and a slope bottom (120);
The slope roof pavement (110) is provided with a water interception tank with the extending direction being the same as that of the slope roof pavement (110);
the slope bottom (120) is provided with a sand sedimentation tank (500);
The vegetation layer (200), the rock block layer (300) and the sand filtering layer (400) are arranged on the slope body (100) along the extending direction of the slope top pavement (110) and are distributed along the extending direction perpendicular to the slope top pavement (110);
the sand filtering layer (400) comprises a filter cloth (410) for blocking sand during water passing, and the extending direction of the filter cloth (410) is the same as the extending direction of the sand filtering layer (400).
2. The side slope structure of claim 1, wherein the vegetation layer (200), the rock block layer (300) and the sand filter layer (400) are all plural;
The vegetation layers (200) and the rock block layers (300) are alternately arranged;
the sand filtering layer (400) is arranged between the vegetation layer (200) and the rock block layer.
3. A side slope structure according to claim 2, characterized in that the sand filtering layer (400) further comprises a fixed mesh (420);
The fixed net (420) is arranged at two sides of the filter cloth (410) along the extending direction perpendicular to the slope top pavement (110), one end of the fixed net (420) is connected with the filter cloth (410), and the other end is connected with the vegetation layer (200) or the rock block layer;
The extension direction of the filter cloth (410) and the fixed net (420) is the same as the extension direction of the slope top pavement (110).
4. A side slope structure according to claim 2, characterized in that the stone block layer (300) is provided with a water filling groove (310) connecting the sand filtering layers (400) on the upper and lower sides;
the number of the irrigation grooves (310) is plural, and the irrigation grooves (310) are arranged on the stone layer at intervals along the extending direction of the slope top pavement (110).
5. The side slope structure of claim 1, wherein the vegetation layer (200) comprises a vegetation bag (210);
The plant growth bag (210) is filled with plant growth soil, and vegetation seedlings or vegetation seeds are buried in the plant growth soil.
6. The side slope structure according to claim 5, characterized in that the plant-growing bags (210) are plural;
The plurality of plant-growing bags (210) are adjacently arranged along the extending direction of the slope top pavement (110).
7. The side slope structure according to claim 5, characterized in that the surface of the slope body (100) is provided with grass planting grooves;
the grass planting groove is of a step-shaped structure from the slope top pavement (110) to the slope bottom (120);
The plant-growing bag (210) is arranged in the grass planting groove.
8. A side slope structure according to claim 1, characterized in that the roof pavement (110) is provided with a water diversion channel (111);
The extending direction of the water diversion channel (111) is the same as the extending direction of the slope top pavement (110).
9. A side slope structure according to any one of claims 1-8, characterized in that the slope bottom (120) is provided with a sand basin (500);
The top of the sand sedimentation tank (500) is provided with a water inlet facing the slope body (100).
10. A slope construction according to claim 9, characterized in that the side of the sand basin (500) remote from the slope body (100) is provided with a water outlet pipe;
And a sand filtering net is arranged in the water outlet pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321974788.7U CN220888675U (en) | 2023-07-25 | 2023-07-25 | Side slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321974788.7U CN220888675U (en) | 2023-07-25 | 2023-07-25 | Side slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220888675U true CN220888675U (en) | 2024-05-03 |
Family
ID=90876859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321974788.7U Active CN220888675U (en) | 2023-07-25 | 2023-07-25 | Side slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220888675U (en) |
-
2023
- 2023-07-25 CN CN202321974788.7U patent/CN220888675U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103306294B (en) | A kind of intermountain prevents the collection rain cleaning system of rain drop erosion soil erosion | |
| CN210827511U (en) | Three-dimensional ecological bank protection in gardens with rainwater filters and gu native function | |
| CN111485599B (en) | Full-automatic water collecting irrigation slope protection device suitable for arid regions and construction method | |
| CN103643612A (en) | Shallow grass furrow and manufacturing method of shallow grass furrow | |
| CN206090587U (en) | School dropout's attitude system of watering is gathered to side slope | |
| CN107711461A (en) | Arid area arbor integration irrigation system | |
| CN110670604A (en) | Hard slope ecological greening system and construction method thereof | |
| CN204435394U (en) | The hexagon hollowcore precast slope-protection block of energy protection against erosion | |
| CN203435487U (en) | Water-saving irrigation system | |
| CN203782519U (en) | Shallow grass ditch | |
| CN213926103U (en) | Ecological slope protection | |
| CN107347551B (en) | Ecological revetment of type river is swung to arid desert area wandering | |
| CN111379238B (en) | Trench head protection structure for developing erosion gully and construction method thereof | |
| CN108396851A (en) | The constant pressure water cellar irrigated for hillside vegetation | |
| CN220888675U (en) | Side slope structure | |
| CN208346961U (en) | A kind of constant pressure water cellar irrigated for hillside vegetation | |
| CN215631156U (en) | Ecological slope protection structure is administered to road and channel integration escape canal and barren hill of small watershed | |
| CN113374026A (en) | Southwest hilly area sloping field area ditch rainwater is collected and is recycled system | |
| CN213476776U (en) | Ecological slope protection of vwatching of cascaded earth and rockfill dam low reaches dam slope | |
| CN214784489U (en) | Do benefit to grass planting ditch of drainage | |
| CN210610538U (en) | Novel greening structure that runs off is prevented to side slope earth | |
| CN113789795A (en) | Highway slope protection structure and construction method thereof | |
| CN219240450U (en) | Ecological restoration slope protection of channel | |
| CN217267555U (en) | Mine geological environment administers and constructs with side slope planting belt | |
| CN109440900A (en) | A kind of counter-slope formula grass type shuts off trench system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |