CN220644311U - Collecting and draining system for solving water gushing of side slope - Google Patents
Collecting and draining system for solving water gushing of side slope Download PDFInfo
- Publication number
- CN220644311U CN220644311U CN202322296045.5U CN202322296045U CN220644311U CN 220644311 U CN220644311 U CN 220644311U CN 202322296045 U CN202322296045 U CN 202322296045U CN 220644311 U CN220644311 U CN 220644311U
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- water
- slope
- side slope
- gushing
- solving
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 126
- 238000001914 filtration Methods 0.000 claims abstract description 12
- 239000004575 stone Substances 0.000 claims description 18
- 230000008595 infiltration Effects 0.000 claims description 8
- 238000001764 infiltration Methods 0.000 claims description 8
- 239000011159 matrix material Substances 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 10
- 239000010410 layer Substances 0.000 description 30
- 239000000758 substrate Substances 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 238000011144 upstream manufacturing Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000001427 coherent effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model provides a collecting and draining system for solving the problem of side slope water gushing, which comprises a water collecting tank, wherein the water collecting tank is provided with a water collecting port and a water draining port, a reverse filtering layer is arranged in the water collecting tank, a drainage pipe is connected to the water draining port, a water inlet of the drainage pipe corresponds to the reverse filtering layer, a filter screen is arranged on the water inlet, a water outlet of the drainage pipe extends to the bottom of a slope, a water seepage wall is arranged above the water collecting tank, and a residue soil layer is arranged between the water seepage wall and the slope, between the water seepage wall and the bottom of the slope and above the water seepage wall. According to the utility model, the water collecting pool, the water seepage wall and the drainage pipes are arranged at the water inflow point to drain the water inflow of the side slope to the bottom of the slope, and the dregs and the vegetation layer are arranged, so that the side slope form is restored while the water is stabilized and the slope is fixed, and the water-permeable side slope has the characteristics of low cost, strong applicability, stable slope body, attractive slope shape and ecological high efficiency.
Description
Technical Field
The utility model relates to the field of ground disaster treatment structures, in particular to a collecting and draining system for solving the problem of water gushing of a side slope.
Background
The problem that side slope water gushing often occurs in the side slope treatment engineering construction process or after construction, if the problem is not timely and effectively dredged, loose rock and soil bodies are wrapped by water gushing and are lost, a coherent seepage channel is formed, the water gushing phenomenon is further aggravated, the water gushing directly washes the slope, a flushing ditch is formed, the water content of the side slope rock and soil bodies at the lower part of the water gushing area is increased, the stability of the side slope is reduced, and the treatment effect is seriously affected. How to drain the water gushing on the side slope is the current problem to be solved.
Disclosure of Invention
Aiming at the technical problems, the utility model provides a collecting and draining system for solving the problem of water gushing of a side slope and a construction method, wherein a water collecting pool, a water seepage wall and a drainage pipe are arranged at a water gushing point to drain the water gushing of the side slope to the bottom of the side slope, and dregs and a vegetation layer are arranged, so that the side slope is restored while the water is stabilized and the side slope is fixed, and the system has the characteristics of low cost, strong applicability, stable slope body and ecological and high efficiency.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a collection drainage system for solving side slope gushing water, includes the catchment pond, and its bottom surface is located on the slope that collapses of being excavated, is provided with the filtration layer in the pond, and the catchment pond has water collecting port and outlet, and the water collecting port is towards the upper reaches of gushing water side slope, and its size is greater than gushing water region, be connected with the drainage pipe on the outlet, the water inlet and the filtration layer of drainage pipe correspond, and are provided with the filter screen on the water inlet, the delivery port of drainage pipe extend to the slope bottom, still including set up in the infiltration wall of catchment pond top to and set up in between infiltration wall and the slope, between infiltration wall and the slope bottom and the dregs layer of infiltration wall top, dregs layer is located the drainage pipe top.
In some embodiments of the present utility model, the water collection tank includes a base disposed on the excavated collapse slope and a V-shaped water-retaining wall disposed on the base, wherein the base is used as a water-blocking layer, and both the base and the water-retaining wall are made of concrete.
In some embodiments of the utility model, the water permeable wall comprises a mesh body arranged on the water retaining wall, stones filled in the mesh body and gravels, wherein the gravels are positioned in gaps among the stones, so that the mesh body, the stones and the gravels form a whole structure.
In some embodiments of the utility model, the size of the stone is larger than the size of the mesh in the mesh body and the size of the gravel is smaller than the size of the stone.
In some embodiments of the utility model, the reverse filtration layer is comprised of sand, crushed stone, or pebbles of different sizes.
In some embodiments of the utility model, the catchment tank and the guide and discharge pipes are arranged in a Y-shaped mode.
In some embodiments of the utility model, a greening layer is disposed on the sediment layer.
In some embodiments of the utility model, the greening layer includes a substrate layer overlying the slope and vegetation on the substrate layer.
In some embodiments of the utility model, the slope bottom is provided with a drainage ditch, and the water outlet of the drainage pipe is communicated with the drainage ditch.
Compared with the prior art, the utility model has the advantages and positive effects that: by arranging the water collecting tank, the water gushing in the water gushing area can be effectively collected, the substrate is used as a water-resisting layer, the water rushing and seepage slope can be effectively prevented, the water-resisting wall effectively prevents the water gushing from being discharged outwards in a diffuse manner, and the large particles are prevented from blocking the drainage pipe by the reverse filtering layer; the drainage pipe can drain the collected water to the slope bottom drainage ditch so as to drain the collected water from the slope surface range; when the water inflow is excessive, the traditional retaining wall is watertight and can easily block the flow of pore water on the surface layer, so that the phenomenon of water accumulation is caused, and the water seepage wall can effectively permeate water and disperse water sources to ensure that the pore water drainage channel is smooth; the upper original side slope soil pressure can be effectively resisted by backfilling the slag Dan Tu on the two sides of the upstream and downstream of the water seepage wall, so that the overall stability of the side slope is improved; the matrix layer and vegetation are sprayed after the slag and stone soil are backfilled, so that the root system for vegetation growth can effectively increase the stability of the side slope, prevent water and soil loss, effectively solve the problem of water gushing of the side slope, and repair vegetation in a gushing area.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a vertical cross-sectional structure of the present utility model;
FIG. 3 is a top view of the present utility model;
FIG. 4 is an enlarged view of a portion A of FIG. 2;
1. a water seepage wall; 11. gravel; 12. stone blocks; 13. a net body; 2. a water collection pool; 21. a water retaining wall; 22. a reverse filtration layer; 23. a base; 24. a water collecting port; 25. a water outlet 3, a drainage pipe; 4. a greening layer; 41. a substrate layer; 42. vegetation; 5. a dregs layer; 6. a drainage ditch; 7. original slope.
Detailed Description
The present utility model will be specifically described below by way of exemplary embodiments. It is to be understood that elements, structures, and features of one embodiment may be beneficially incorporated in other embodiments without further recitation.
In the low side slope treatment process, along with the increase of the precipitation, water gushing can occur on the upper side slope, if the water gushing is not conducted and discharged in time, the loose rock-soil body side slope is caused to collapse, a gully is formed, the side slope restoration effect is affected, and the water gushing and collapsing of the side slope is solved by discharging underground water and stabilizing the side slope.
In order to solve the above problems, a collecting and draining system for solving the problem of water gushing on a side slope is provided, see fig. 1-4, comprising:
the water collecting tank 2 comprises a base 23 arranged on the excavated collapse slope and a V-shaped water retaining wall 21 arranged on the base 23, wherein the base is used as a water-resisting layer, the base and the water retaining wall 21 are made of concrete materials, a reverse filtering layer 22 is arranged in the tank, the water collecting tank 2 is provided with a water collecting port 24 and a water outlet 25, the water collecting port 24 faces to the upstream of the water-gushing slope, and the size of the water collecting port is larger than that of the water-gushing area, so that water gushing from the original slope on the upstream of the excavated collapse slope can be conveniently collected;
in order to discharge collected water to the downstream of the slope bottom and solve the drainage problem, a drainage pipe 3 is connected to a drainage outlet 25, a water inlet of the drainage pipe 3 corresponds to the reverse filtering layer 22, a filter screen is arranged on the water inlet of the drainage pipe 3, the filter screen is geotechnical cloth, a water outlet of the drainage pipe extends to the slope bottom, and a Y-shaped arrangement is formed between a water collecting pool 2 and the drainage pipe 3;
when the surface water seepage and the underground water inflow are excessive, the conventional retaining wall is easy to obstruct the flow of surface pore water due to the water impermeability, so that the water accumulation phenomenon is caused, therefore, the embodiment also comprises a water seepage wall 1 arranged above the water collecting tank 2, wherein the water seepage wall 1 comprises a net body 13, stone blocks 12 filled in the net body 13 and gravels 11, the size of the stone blocks 12 is larger than the size of the grids in the net body 13, the size of the gravels 11 is smaller than the size of the stone blocks 12, and the gravels 11 can be filled in gaps among the stone blocks 12, so that the net body 13, the stone blocks 12 and the gravels 11 form an integral structure;
the embodiment also comprises a muck layer 5 arranged between the water seepage wall 1 and the slope, between the water seepage wall 1 and the slope bottom and above the water seepage wall 1, wherein the muck layer 5 is positioned above the guide and discharge pipes 3.
Further, in order to realize holistic aesthetic property, sediment soil layer 5 top is provided with greening layer 4, and greening layer 4 is including covering matrix layer 41 on the domatic, and matrix layer 41 is plant soil, like excellent grain soil, and cover vegetation 42 on the matrix layer 41, and vegetation 42 comprises different plants, and the plant root of growing can effectively increase the stability of side slope, prevents other geological disasters problems such as soil erosion and water loss.
Furthermore, a drainage ditch 6 is arranged at the slope bottom, and the water outlet of the drainage pipe 3 is communicated with the drainage ditch 6 to drain the guided water into the drainage ditch 6.
The foregoing is merely illustrative embodiments of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art can easily think about variations or substitutions within the technical scope of the present utility model, and the utility model should be covered. Therefore, the protection scope of the utility model is subject to the protection scope of the claims.
Claims (9)
1. A collect row system for solving side slope gushing water, its characterized in that: including the catchment pond, it has water collecting port and outlet, is provided with the anti-filtering layer in the pond of catchment pond, be connected with the drainage pipe on the outlet, the water inlet and the anti-filtering layer of drainage pipe correspond, and are provided with the filter screen on the water inlet, the delivery port of drainage pipe extends to the slope bottom, still including set up in the infiltration wall of catchment pond top to and set up in between infiltration wall and the domatic, between infiltration wall and the slope bottom and the dregs layer of infiltration wall top.
2. The water collecting and draining system for solving the problem of water gushing on a side slope according to claim 1, wherein: the water collecting tank comprises a base and a V-shaped water retaining wall arranged on the base, wherein the base and the water retaining wall are made of concrete.
3. A water collecting and draining system for solving the problem of side slope water gushing according to claim 2, wherein: the seepage wall comprises a net body arranged on the water retaining wall, stone blocks filled in the net body and gravels, wherein the gravels are positioned in gaps among the stone blocks.
4. A water collection and drainage system for solving the problem of side slope water flooding according to claim 3, wherein: the size of the stone is larger than the size of the grid in the net body, and the size of the gravel is smaller than the size of the stone.
5. The water collecting and draining system for solving the problem of water gushing on a side slope according to claim 1, wherein: the reverse filtering layer is composed of sand, broken stone or pebble with different sizes.
6. A water collecting and draining system for solving the problem of side slope water gushing according to claim 2, wherein: the catchment pool and the guide and discharge pipes are arranged in a Y-shaped mode.
7. The water collecting and draining system for solving the problem of water gushing on a side slope according to claim 1, wherein: and greening layers are arranged on the slope and the dregs layers.
8. The water collecting and draining system for solving the problem of water gushing on a side slope according to claim 7, wherein: the greening layer comprises a matrix layer covered on the slope surface and vegetation on the matrix layer.
9. The water collecting and draining system for solving the problem of water gushing on a side slope according to claim 1, wherein: the slope bottom is provided with a drainage ditch, and the water outlet of the drainage pipe is communicated with the drainage ditch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322296045.5U CN220644311U (en) | 2023-08-25 | 2023-08-25 | Collecting and draining system for solving water gushing of side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322296045.5U CN220644311U (en) | 2023-08-25 | 2023-08-25 | Collecting and draining system for solving water gushing of side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220644311U true CN220644311U (en) | 2024-03-22 |
Family
ID=90262402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322296045.5U Active CN220644311U (en) | 2023-08-25 | 2023-08-25 | Collecting and draining system for solving water gushing of side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220644311U (en) |
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2023
- 2023-08-25 CN CN202322296045.5U patent/CN220644311U/en active Active
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