CN220580023U - Road soil slope greening drainage retaining wall - Google Patents
Road soil slope greening drainage retaining wall Download PDFInfo
- Publication number
- CN220580023U CN220580023U CN202321920394.3U CN202321920394U CN220580023U CN 220580023 U CN220580023 U CN 220580023U CN 202321920394 U CN202321920394 U CN 202321920394U CN 220580023 U CN220580023 U CN 220580023U
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- grass planting
- water
- slope
- water storage
- check room
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- 239000002689 soil Substances 0.000 title claims abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 82
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 42
- 238000003860 storage Methods 0.000 claims abstract description 27
- 239000004744 fabric Substances 0.000 claims abstract description 12
- 239000012466 permeate Substances 0.000 claims abstract description 5
- 230000000903 blocking effect Effects 0.000 claims description 5
- 238000003973 irrigation Methods 0.000 claims description 3
- 230000002262 irrigation Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims 1
- 238000007599 discharging Methods 0.000 abstract description 2
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
Abstract
The utility model provides a highway soil matter side slope afforestation drainage barricade, includes the afforestation barricade main part of constituteing by last flat segment, slope section and lower flat segment, be equipped with a plurality of grass planting check rooms on the slope section of afforestation barricade main part, be equipped with a plurality of bottom holes on the grass planting check room bottom surface, be equipped with the water storage room in the slope section of grass planting check room top, be equipped with first watering hole on the water storage room side wall that is close to grass planting check room, laid the geotechnique cloth that permeates water on the first watering hole, be equipped with the second watering hole on the side wall that grass planting check room is close to the water storage room. The utility model adopts the above-mentioned structure, on the basis of protecting side slope soil and collecting and discharging ponding, utilize the rainwater of collecting to have further realized the watering purpose to the greening vegetation on the side slope.
Description
Technical Field
The utility model relates to the technical field of slope protection, in particular to a road soil slope greening drainage retaining wall.
Background
Slope greening is an emerging ecological slope protection mode capable of effectively protecting bare slope, and is combined with traditional engineering slope protection, so that ecological vegetation recovery of the slope can be effectively realized, and the process of slope greening is divided into: a lattice Liang Huitian combined with a facing mechanism, and a stacked bag greening method; the hanging net direct injection greening nutrient material greening method is that retaining walls are commonly called revetments, and traditional revetments mainly comprise slurry or dry masonry block revetments, cast-in-place concrete revetments, precast concrete block revetments and the like, and play roles in fixing and blocking in mould manufacturing.
The existing road soil slope greening drainage retaining wall is simple in structure, water flow is easy to wash away soil on the soil surface when the rainfall is too large in rainy season, the greening of the retaining wall is easy to damage, users are inconvenient to use, the existing road soil slope greening drainage retaining wall is easy to directly discharge rainwater when raining, rainwater is difficult to collect, water resource is wasted, and therefore practicability of the road soil slope greening drainage retaining wall is affected.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a road soil slope greening drainage retaining wall, which further realizes the irrigation purpose of greening vegetation on a side slope by utilizing collected rainwater on the basis of protecting side slope soil and collecting and discharging accumulated water.
In order to solve the technical problems, the utility model adopts the following technical scheme: the utility model provides a highway soil matter side slope afforestation drainage barricade, includes the afforestation barricade main part of constituteing by last flat segment, slope section and lower flat segment, be equipped with a plurality of grass planting check rooms on the slope section of afforestation barricade main part, be equipped with a plurality of bottom holes on the grass planting check room bottom surface, be equipped with the water storage room in the slope section of grass planting check room top, be equipped with first watering hole on the water storage room side wall that is close to grass planting check room, laid the geotechnique cloth that permeates water on the first watering hole, be equipped with the second watering hole on the side wall that grass planting check room is close to the water storage room.
In the preferred scheme, a water collecting tank is arranged on the upper flat section, a water outlet is arranged on one side of the water collecting tank, and a drainage ditch is arranged on the lower flat section;
the water outlet is provided with a water outlet pipe with the same gradient as the slope section, one end of the water outlet pipe is connected with the water outlet, and the other end of the water outlet pipe extends downwards to be connected with one end of the water outlet ditch;
the drain pipe is provided with a plurality of horizontal branch water pipes which are communicated with one water storage chamber positioned at the most end part of the water storage chambers on the same horizontal height.
In the preferred scheme, be equipped with the water hole on the lateral wall of water storage room, be located the same level is high a plurality of between the water storage room through water hole intercommunication.
In the preferred scheme, be equipped with the second in the second watering hole on the grass planting check room and keep off the net, the second keeps off the net laminating geotechnique cloth setting that permeates water.
In the preferred scheme, grass planting check room is detachable box body structure, and the top surface periphery of grass planting check room is equipped with spacing sideboard, and grass planting check room installs in the mounting groove body on the sloping section.
The road soil slope greening drainage retaining wall provided by the utility model has the following beneficial effects by adopting the structure:
(1) The drainage of the side slope ponding is realized by utilizing the top water collecting tank and the drain pipe, and the adverse effect of the ponding on the stability of the side slope soil body is avoided;
(2) Rainwater is collected into the water storage chamber in advance, the infiltration of the rainwater in the water storage chamber to the grass planting grid chamber is slowly realized through the permeable geotechnical cloth, and the full collection and utilization of the rainwater are realized.
Drawings
The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:
fig. 1 is a schematic diagram of the overall structure of the present utility model.
FIG. 2 is a schematic cross-sectional view of the upper flat section of the present utility model.
Fig. 3 is a schematic view of a partial cross-sectional structure of a slope segment according to the present utility model.
In the figure: greening retaining wall main body 1, upper flat section 101, slope section 102, lower flat section 103, grass planting grid chamber 2, bottom hole 3, water storage chamber 4, water collecting tank 5, first baffle net 6, drainage ditch 7, drainage pipe 8, branch pipe 9, outlet 10, water passing hole 11, first watering hole 12, permeable geotechnical cloth 13, second watering hole 14, second baffle net 15, spacing sideboard 16.
Detailed Description
1-3, a highway soil matter side slope greening drainage retaining wall, includes the greening retaining wall main part 1 that comprises last flat section 101, slope section 102 and lower flat section 103, be equipped with a plurality of grass planting check room 2 on the slope section 102 of greening retaining wall main part 1, be equipped with a plurality of bottom holes 3 on the grass planting check room 2 bottom surface, be equipped with water storage room 4 in the slope section 102 of grass planting check room 2 top, be equipped with first watering hole 12 on the side wall that water storage room 4 is close to grass planting check room 2, laid water geotechnique's cloth 13 on the first watering hole 12, be equipped with second watering hole 14 on the side wall that grass planting check room 2 is close to water storage room 4.
In the preferred scheme, a water collecting tank 5 is arranged on the upper flat section 101, a water outlet 10 is arranged on one side of the water collecting tank 5, and a drainage ditch 7 is arranged on the lower flat section 103;
the water outlet 10 is provided with a water outlet pipe 8 with the same gradient as the slope section 102, one end of the water outlet pipe 8 is connected with the water outlet 10, and the other end extends downwards to be connected with one end of the water outlet ditch 7;
the drain pipe 8 is provided with a plurality of horizontal branch water pipes 9, and the branch water pipes 9 are communicated with one water storage chamber 4 positioned at the extreme end part of the water storage chambers 4 at the same horizontal height.
In a preferred scheme, the side wall of the water storage chamber 4 is provided with water passing holes 11, and a plurality of water storage chambers 4 positioned at the same horizontal height are communicated through the water passing holes 11.
In the preferred scheme, a second blocking net 15 is arranged in the second irrigation holes 14 on the grass planting grid chamber 2, and the second blocking net 15 is attached to the permeable geotechnical cloth 13.
In the preferred scheme, grass planting check room 2 is detachable box body structure, and the top surface periphery of grass planting check room 2 is equipped with spacing sideboard 16, and grass planting check room 2 installs in the mounting groove on sloping section 102.
The utility model discloses a highway soil matter side slope afforestation drainage barricade, its principle is as follows:
rainwater is collected to the water catch bowl 5, get into drain pipe 8 by outlet 10 in, partial rainwater gets into the water storage chamber 4 by branch water pipe 9, other rainwater is discharged by escape canal 7, rainwater in getting into the water storage chamber 4 permeates water geotechnique cloth 13 and gets into in the grass planting check room 2, irrigate the afforestation plant in the grass planting check room 2, because geotechnique cloth 13's water permeability is lower, geotechnique cloth water content rises under raining condition, the rainwater is almost zero to grass planting check room 2 directional infiltration volume by water storage chamber 4, consequently under no rainfall condition, when grass planting check room 2 water content decline, rainwater can flow in grass planting check room 2 with slower speed this moment, realize the watering purpose of vegetation. In addition, a large number of fine bottom holes 3 are additionally formed in the bottom surface of the grass planting grid chamber 2, so that on one hand, the infiltration of rainwater into the soil of the side slope can be delayed, and on the other hand, the vegetation root system can grow into the soil conveniently, and the vegetation can absorb nutrition and moisture in the soil conveniently.
In the above structure, the grass planting cell 2 is installed in the slope section 102 by adopting a detachable structure, so that the grass planting cell 2 can be replaced quickly.
Claims (5)
1. The utility model provides a highway soil matter side slope afforestation drainage barricade, includes afforestation barricade main part (1) that comprises last plain segment (101), slope section (102) and lower plain segment (103), its characterized in that: be equipped with a plurality of grass planting check room (2) on slope section (102) of afforestation barricade main part (1), be equipped with a plurality of bottom openings (3) on grass planting check room (2) bottom surface, be equipped with reservoir chamber (4) in slope section (102) of grass planting check room (2) top, be equipped with first watering hole (12) on reservoir chamber (4) are close to one side lateral wall of grass planting check room (2), laid geotechnique's cloth (13) that permeates water on first watering hole (12), be equipped with second watering hole (14) on one side lateral wall that grass planting check room (2) are close to reservoir chamber (4).
2. The highway soil slope greening drainage retaining wall according to claim 1, wherein: a water collecting tank (5) is arranged on the upper flat section (101), a water outlet (10) is arranged on one side of the water collecting tank (5), and a drainage ditch (7) is arranged on the lower flat section (103);
the water outlet (10) is provided with a water outlet pipe (8) with the same gradient as the slope section (102), one end of the water outlet pipe (8) is connected with the water outlet (10), and the other end of the water outlet pipe extends downwards to be connected with one end of the water outlet ditch (7);
the water draining pipe (8) is provided with a plurality of horizontal branch water pipes (9), and the branch water pipes (9) are communicated with one water storage chamber (4) positioned at the most end part of the water storage chambers (4) at the same horizontal height.
3. The highway soil slope greening drainage retaining wall according to claim 1, wherein: the side wall of the water storage chamber (4) is provided with water passing holes (11), and a plurality of water storage chambers (4) positioned on the same horizontal height are communicated through the water passing holes (11).
4. The highway soil slope greening drainage retaining wall according to claim 1, wherein: a second blocking net (15) is arranged in a second irrigation hole (14) on the grass planting grid chamber (2), and the second blocking net (15) is attached to the permeable geotechnical cloth (13).
5. The highway soil slope greening drainage retaining wall according to claim 1, wherein: the grass planting grid chamber (2) is of a detachable box body structure, a limiting side plate (16) is arranged on the periphery of the top surface of the grass planting grid chamber (2), and the grass planting grid chamber (2) is installed in an installation groove body on the slope section (102).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321920394.3U CN220580023U (en) | 2023-07-20 | 2023-07-20 | Road soil slope greening drainage retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321920394.3U CN220580023U (en) | 2023-07-20 | 2023-07-20 | Road soil slope greening drainage retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220580023U true CN220580023U (en) | 2024-03-12 |
Family
ID=90118269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321920394.3U Active CN220580023U (en) | 2023-07-20 | 2023-07-20 | Road soil slope greening drainage retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220580023U (en) |
-
2023
- 2023-07-20 CN CN202321920394.3U patent/CN220580023U/en active Active
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