CN209260734U - A kind of slope retaining wall greening safeguard structure - Google Patents
A kind of slope retaining wall greening safeguard structure Download PDFInfo
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- CN209260734U CN209260734U CN201821948837.9U CN201821948837U CN209260734U CN 209260734 U CN209260734 U CN 209260734U CN 201821948837 U CN201821948837 U CN 201821948837U CN 209260734 U CN209260734 U CN 209260734U
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- slot
- slopes
- concrete layer
- retaining wall
- safeguard structure
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Abstract
The utility model relates to a kind of slope retaining walls in municipal drainage field to afforest safeguard structure, the main points of its technical scheme are that slope retaining wall afforests safeguard structure, including slopes and the concrete layer being arranged in slopes, the concrete layer is provided with reinforcing prop close to slopes side, the reinforcing prop protrudes into slopes, it is uniformly provided with several through slots through the concrete layer on the concrete layer, is equipped with afforestation vegetation in the slopes of through slot described in face.Protective action is played by afforestation vegetation, reinforcing prop and the concrete layer energy side slope in the through slot of slope retaining wall greening current design manual of protective structures, through slot, while effective protection has been done to soil erosion；The choked flow zone of design and through-flow slot, can effectively be drained in through slot rainwater, pour to afforestation vegetation, prevent soil loss；The raw net of the plant designed in through slot, sandstone soil losses when preventing rain drop erosion；The delay tank of design can carry out the sandstone soil of rain drop erosion to precipitate and delay setting, and be convenient to clean.
Description
Technical field
The utility model relates to highway construction technical fields more particularly to a kind of slope retaining wall to afforest safeguard structure.
Background technique
Slope retaining wall is a kind of slope protection structure, mostly uses block barnacle base or casting concrete to build, to right
The side slope of both sides of highway is protected.
Notification number is that the Chinese patent of CN103669371A discloses a kind of highway slope protection, has reserved inverted " V " word mouth,
After Slope protection plate solidification, component is mounted in the corresponding inverted " V " word mouth of two plates, is connected with each other between such Slope protection plate securely,
Occur taking down component, refilling, play the role of good slope protection in this way after silt rushed in a part.
Component is mounted in " V " word mouth after Slope protection plate solidification, through rain drop erosion, causes silt by the highway slope protection
It when being flushed away, needs to take out component, it is refilled by " V " word mouth with silt, continues its side slope
Protection.
The highway slope protection, is formed using concreting, primarily focuses on side slope protection, but in the water and soil conservation side of slope protection
Not yet accomplish relatively good protection in face.
Utility model content
The purpose of this utility model is to provide a kind of slope retaining walls to afforest safeguard structure, devises greening protection vegetation,
Effective protection is carried out to soil erosion, while there is good slope protection effect.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of slope retaining wall greening safeguard structure, including slopes and the concrete layer being arranged in slopes, the concrete
Layer is provided with reinforcing prop close to slopes side, and the reinforcing prop protrudes into slopes, is uniformly provided on the concrete layer several
Through the through slot of the concrete layer, afforestation vegetation is equipped in the slopes of through slot described in face.
By implementing above-mentioned technical proposal, concrete layer is mainly that side slope is protected, and soil sandstone is obstructed on slope
On body, the landing of slopes Rolling Stone and sandy soil is avoided, side slope realizes protective effect, and reinforcing prop protrudes into slopes, realizes to mixed
Solidifying soil layer stablizes support, enables the protection slopes that concrete layer is more permanent, meanwhile, afforestation vegetation can be planted in through slot, it is real
Now the soil in through slot is solidified, optimizes soil, effective protection soil erosion.
The utility model is further arranged to, and the concrete layer is provided with along the slopes inclined direction positioned at described logical
Choked flow zone on the downside of slot.
By implementing above-mentioned technical proposal, when encountering rainwater weather, rainwater is flowed down from slopes, and choked flow zone can be to coagulation
The rainwater of soil layer carries out certain barrier, so that rainwater flows into through slot, pours to green vegetation, meanwhile, through slot is along slopes
Downside be provided with choked flow zone, the sandy soil in through slot can be prevented to flow down with concrete layer, avoid the soil losses of slopes.
The utility model is further arranged to, and the choked flow zone is provided with several through-flow slots close to through slot side, described logical
Chute is obliquely installed along one side of choked flow zone to through slot.
By implementing above-mentioned technical proposal, the through-flow main effect of slot is the rainwater for obstructing choked flow zone, is drawn as far as possible
It flow in through slot, guarantees the content of soil moisture, improve the planting environment of green vegetation.
The utility model is further arranged to, and the through slot side wall is evenly arranged with several hooks, setting in the through slot
There is the raw net of plant, the raw net of the plant is articulated on the hook.
By implementing above-mentioned technical proposal, raw net will be planted and sheared to through slot section shape, then raw network edge will be planted and successively mounted
On hook, so that planting raw net is covered on through slot surface, when amount of rainfall is excessive, rainwater is flowed down from slopes, when flowing in through slot
Sandstone soil in through slot can be washed away, planting raw net can effectively avoid sandstone soil outflow through slot, the loss of soil is caused,
It protects green vegetation not destroy taking root in for green vegetation because of rain drop erosion simultaneously, so that green vegetation is preferably grown, prevents
Soil erosion.
The utility model is further arranged to, and the lowest part along the slopes inclined direction is provided with gutter.
By implement above-mentioned technical proposal, when facing rainy, rainwater is flowed down from slopes, a part enter through slot, by with
Make green vegetation pouring, and most of rainwater is flowed down with slopes, is flowed into gutter, then arranged rainwater by gutter
Stream, excessive to avoid rainwater flow, the normally travel or water flow for influencing vehicle on the highway of slopes bottom converge the traffic caused
The case where large area is paralysed.
The utility model is further arranged to, and delay tank is provided between the concrete layer and the gutter, described stagnant
Stay slot length direction parallel with the gutter length direction.
By implementing above-mentioned technical proposal, when facing rainy, rainwater is flowed down from slopes, first passes through delay tank, will be from slope
The soil sandstone left on body is detained and is precipitated, then flows into gutter, and delay tank can effectively avoid sandstone and soil from entering
Gutter, the case where causing gutter to block, and delay tank for gutter with respect to being easier to carry out clearing up, certain
The loss of manpower and material resources is reduced in degree.
The utility model is further arranged to, and is tiltedly installed between the delay tank and the gutter for chute, described
It is arranged from high to low along delay tank to gutter direction for chute.
By implementing above-mentioned technical proposal, when facing rainy, rainwater is flowed down from slopes, first passes through delay tank, will be from slope
The soil sandstone flowed down on body is detained and is precipitated, and the rainwater in delay tank is leaned on by flowing into gutter for chute for chute
The nearly upside for being detained groove sidewall is connected to gutter, and soil sandstone is avoided to flow into gutter along for chute, blocks gutter.
The utility model is further arranged to, and the gutter is provided with caulking groove on the two sidewalls at the exit or entrance of a clitch, and two
Filter screen is overlapped on a caulking groove.
By implementing above-mentioned technical proposal, when facing rainy, rainwater is flowed down from slopes, first passes through delay tank, will be from slope
The soil sandstone left on body is detained and is precipitated, and by flowing into gutter for chute, rainwater passes through the rainwater in delay tank
Strainer filtering in gutter, by filtering foreigns such as grass roots, dead leaves on strainer, rainwater is by gravity along the bottom of trench in gutter
Discharge, strainer can prevent sundries from entering gutter and avoid soil sandstone inflow gutter, block gutter.
In conclusion the utility model has the following beneficial effects:
One, the slope retaining wall afforests safeguard structure, through slot, the afforestation vegetation in through slot, reinforcing prop and the concrete of design
Layer energy side slope plays protective action, avoids the landing of sandstone soil from influencing road driving safety, while doing to soil erosion
Effective protection；
Two, the slope retaining wall afforests safeguard structure, the choked flow zone of design and through-flow slot, can effectively hinder rainwater
Stream, is then drained in through slot, pours to afforestation vegetation, prevent soil loss simultaneously；
Three, the slope retaining wall afforests safeguard structure, the raw net of the plant designed in through slot, sandstone soil when preventing rain drop erosion
Flow out through slot, protection green vegetation growth；
Four, the slope retaining wall afforests safeguard structure, and the delay tank of design can effectively carry out the sandstone soil of rain drop erosion
It precipitates and delays and set.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment.
Fig. 2 is the partial structural diagram of the utility model embodiment.
Fig. 3 is the portion the A schematic enlarged-scale view of the utility model embodiment.
Appended drawing reference: 1, slopes；2, concrete layer；21, reinforcing prop；22, framework of steel reinforcement；23, through slot；24, raw net is planted；
25, choked flow zone；26, through-flow slot；3, it links up with；4, gutter；41, filter screen；42, caulking groove；5, delay tank；6, for chute.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.
As depicted in figs. 1 and 2, a kind of slope retaining wall afforests safeguard structure, including slopes 1 and is arranged in mixed in slopes 1
Soil layer 2 is coagulated, is provided with framework of steel reinforcement 22 in concrete layer 2, concrete layer 2 is provided with reinforcing prop 21 close to 1 side of slopes, reinforces
21 one end of column is connect with concrete layer 2, and the other end is protruded into slopes 1 and is supported to concrete layer 2.Referring to Fig. 3, concrete layer
It is uniformly provided with several through slots 23 through concrete layer 2 on 2,23 section of through slot assumes diamond in shape setting, and four of 23 side wall of through slot
Corner is provided with hook 3, and the raw net 24 of plant is additionally provided in through slot 23, and four angles for planting raw net 24 are articulated in respectively on hook 3,
Concrete layer 2 is provided with the choked flow zone 25 positioned at 23 downside of through slot, and the V-shaped setting of choked flow zone 25, resistance along 1 inclined direction of slopes
It flows band 25 and the side of through slot 23 is provided with nine through-flow slots 26 passed through for rainwater flow, through-flow slot 26 is along choked flow zone 25 1
Lateral through slot 23 is obliquely installed, and through-flow slot 26 is higher than close to 25 one end of choked flow zone close to 23 one end of through slot, 23 inner slope of face through slot
Afforestation vegetation is equipped on body 1, being equipped on the soil in through slot 23 prevents soil erosion from flowing away sandstone.
As shown in Figure 1, the lowest part along 1 inclined direction of slopes is provided with gutter 4, gutter 4 at the exit or entrance of a clitch two
Caulking groove 42 is offered on side wall, and the filter screen 41 for preventing sundries from entering gutter 4, filter screen 41 are overlapped on two caulking grooves 42
It is overlapped in caulking groove 42, is provided with delay tank 5 between concrete layer 2 and gutter 4 between gutter 4, delay tank 5 is along its length
It is parallel to each other, is tiltedly installed between delay tank 5 and gutter 4 for chute 6, for chute 6 along delay along its length with gutter 4
Slot 5 is arranged from high to low to 4 direction of gutter.
The side slope of the utility model is in construction: the placing groove of reinforcing prop 21 is opened up in slopes 1 first, by reinforcing bar
Frame 22 is embedded in placing groove, then carries out concreting, completes to concreting, then is laid with reinforcing bar to the inclined surface of slopes 1
Frame 22 after the completion of framework of steel reinforcement 22 is laid with, is uniformly laid with diamond shape wooden unit, diamond shape wooden unit edge connection inclination wood in slopes 1
Block, to form through slot 23 and through-flow slot 26, then placing concrete, slope protection pour completion.
The safeguard structure working principle of the utility model is: when facing rainy, rainwater is flowed down from slopes 1, a part of rain
Water is obstructed by choked flow zone 25, so that rainwater flows into through slot 23 along through-flow slot 26, is poured to green vegetation, another part rain
Water, the concrete layer 2 along 1 surface of slopes flow into delay tank 5, and the rainwater in delay tank 5 is by flowing into gutter 4, rain for chute 6
Water is filtered by the filter screen 41 on 4 top of gutter, by filtering foreigns such as grass roots, dead leaves on filter screen 41, rainwater by
Gravity is discharged along the bottom of trench in gutter 4 along gutter 4.
Claims (8)
1. a kind of slope retaining wall afforests safeguard structure, special including slopes (1) and the concrete layer (2) being arranged on slopes (1)
Sign is that the concrete layer (2) is provided with reinforcing prop (21) close to slopes (1) side, and the reinforcing prop (21) protrudes into slopes
(1) in, it is uniformly provided with several through slots (23) through the concrete layer (2) on the concrete layer (2), leads to described in face
Afforestation vegetation is equipped in the slopes (1) of slot (23).
2. a kind of slope retaining wall according to claim 1 afforests safeguard structure, which is characterized in that the concrete layer (2)
The choked flow zone (25) being provided with along the slopes (1) inclined direction on the downside of the through slot (23).
3. a kind of slope retaining wall according to claim 2 afforests safeguard structure, which is characterized in that the choked flow zone (25) is leaned on
Nearly through slot (23) side is provided with several through-flow slots (26), and the through-flow slot (26) sets along choked flow zone (25) to through slot (23) inclination
It sets.
4. a kind of slope retaining wall according to claim 3 afforests safeguard structure, which is characterized in that through slot (23) side wall
Several hooks (3) are evenly arranged with, plant life net (24) is provided in the through slot (23), the plant raw net (24) is articulated in described
It links up on (3).
5. a kind of slope retaining wall according to claim 1 afforests safeguard structure, which is characterized in that incline along the slopes (1)
The lowest part of tilted direction is provided with gutter (4).
6. a kind of slope retaining wall according to claim 5 afforests safeguard structure, which is characterized in that the concrete layer (2)
It is provided between the gutter (4) delay tank (5), delay tank (5) length direction and the gutter (4) length direction
In parallel.
7. a kind of slope retaining wall according to claim 6 afforests safeguard structure, which is characterized in that the delay tank (5) with
Be tiltedly installed between the gutter (4) for chute (6), it is described for chute (6) along delay tank (5) to gutter (4) direction by
Up to low setting.
8. a kind of slope retaining wall according to claim 7 afforests safeguard structure, which is characterized in that the gutter (4) is leaned on
It is offered caulking groove (42) on two sidewalls at the nearly exit or entrance of a clitch, is overlapped with filter screen (41) on two caulking grooves (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821948837.9U CN209260734U (en) | 2018-11-23 | 2018-11-23 | A kind of slope retaining wall greening safeguard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821948837.9U CN209260734U (en) | 2018-11-23 | 2018-11-23 | A kind of slope retaining wall greening safeguard structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209260734U true CN209260734U (en) | 2019-08-16 |
Family
ID=67564054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821948837.9U Expired - Fee Related CN209260734U (en) | 2018-11-23 | 2018-11-23 | A kind of slope retaining wall greening safeguard structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209260734U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267484A (en) * | 2020-11-04 | 2021-01-26 | 刘涛 | A drainage system that is used for highway side slope that possesses good reinforcement effect |
| CN113622436A (en) * | 2021-07-15 | 2021-11-09 | 广州市地质调查院(广州市地质环境监测中心) | Side slope protection structure |
| CN114250795A (en) * | 2021-12-07 | 2022-03-29 | 任斌 | Slope protection supporting device and slope protection supporting method |
-
2018
- 2018-11-23 CN CN201821948837.9U patent/CN209260734U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267484A (en) * | 2020-11-04 | 2021-01-26 | 刘涛 | A drainage system that is used for highway side slope that possesses good reinforcement effect |
| CN113622436A (en) * | 2021-07-15 | 2021-11-09 | 广州市地质调查院(广州市地质环境监测中心) | Side slope protection structure |
| CN114250795A (en) * | 2021-12-07 | 2022-03-29 | 任斌 | Slope protection supporting device and slope protection supporting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190816 Termination date: 20191123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |