CN207130749U - Ecological treatment of slope protective slope structure - Google Patents
Ecological treatment of slope protective slope structure Download PDFInfo
- Publication number
- CN207130749U CN207130749U CN201721109958.XU CN201721109958U CN207130749U CN 207130749 U CN207130749 U CN 207130749U CN 201721109958 U CN201721109958 U CN 201721109958U CN 207130749 U CN207130749 U CN 207130749U
- Authority
- CN
- China
- Prior art keywords
- slope
- ditch
- lattice
- intercepting ditch
- ecological treatment
- 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
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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of ecological treatment of slope protective slope structure, belong to ecological treatment of slope technical field, the ecological treatment of slope protective slope structure includes at least one improvement region in side slope, include plant stake lattice and the ditch for being arranged at side slope top layer in the improvement region, the ditch includes main intercepting ditch and time intercepting ditch, once intercepting ditch is correspondingly arranged with every row plant stake lattice, and this intercepting ditch is arranged at the top of corresponding row's plant stake lattice；Incline direction of the main intercepting ditch along side slope is set, and main intercepting ditch connects with time intercepting ditch.The utility model is by setting corresponding row's plant stake lattice effectively to intercept Rolling Stone and preventing the soil body to be lost in；Coordinate corresponding ditch simultaneously, quickly hydrophobic, draining can be achieved, avoid causing the disaster scenarios it of mud-rock flow.The utility model have it is simple in construction, it is easy for construction, the advantages that beautifying the environment, the areas such as environment arid can be effectively adapted to, its is widely applicable.
Description
Technical field
It the utility model is related to ecological treatment of slope technical field, more particularly to a kind of ecological treatment of slope protective slope structure.
Background technology
China is the country that natural calamity takes place frequently, side slope or the side slope after artificial destruction after shake, its domatic top layer pine
Colluvial less stable is dissipated, massif is exposed for a long time, under strong wind weather, easily causes dust storm and small-sized Rolling Stone；In heavy rain day
Under gas, native sliding or small-sized mud-rock flow is easily formed；Side slope bottom pedestrian and building safety cause necessarily to threaten, while easily
Cause soil erosion.Existing control measures typically use engineering treatment, such as：Frame gird type slope protection, concrete spray shield, actively
The measures such as protection network, but the cost of above-mentioned bank protection control measures is higher；Separately have using grassed slope, but this measure has
Larger limitation, may be only available for it is with heavy rainfall, suitable for plant growth in the environment of.Therefore, it is necessary to study a kind of new
Ecological treatment of slope technology, can reduce investment outlay, and can is beautified the environment, while the control measures of construction is simple, and can be fitted
It is less for rainwater, it is unfavorable for the environmental condition of plant growth.
Utility model content
The technical problem that the utility model solves is to provide a kind of new ecological treatment of slope protective slope structure, and it can be saved
Investment-saving, and can are beautified the environment, while the control measures of construction is simple, and it is less to be applicable to rainwater, are unfavorable for plant life
Long environmental condition.
Technical scheme is used by the utility model solves its technical problem：Ecological treatment of slope protective slope structure, including
At least one improvement region in side slope, the plant stake lattice for being arranged at side slope top layer is included in the improvement region
And ditch, incline direction compartment of terrain of the plant stake lattice along side slope are set in a row, often arrange plant stake lattice include more according to
The secondary timber being arranged in side slope, rod strut rail is provided between the adjacent timber in every row plant stake lattice and is connected
Connect；The ditch includes main intercepting ditch and time intercepting ditch, and once intercepting ditch is correspondingly arranged with every row plant stake lattice, and should
Secondary intercepting ditch is arranged at the top of corresponding row's plant stake lattice；Incline direction of the main intercepting ditch along side slope is set, and
And main intercepting ditch connects with time intercepting ditch.
It is further：The timber is using at least one of acacia, white poplar or willow.
It is further：The length of the timber is 1m.
It is further：Depth in timber insertion side slope is not less than 40cm.
It is further：The width of the main intercepting ditch is at least 50cm, depth is at least 50cm.
It is further：The width of the secondary intercepting ditch is at least 30cm, depth is at least 30cm.
It is further：The spacing H of adjacent row plant stake lattice is 5m~6m.
It is further：Built by laying bricks or stones and formed by concrete, stone masonry or clay in the ditch.
It is further：The main intercepting ditch is set along both sides edge and the upper edge edge for administering region.
The beneficial effects of the utility model are：By set corresponding multiple rows of plant stake lattice can effectively intercept Rolling Stone with
And the soil body is prevented to be lost in；Coordinate corresponding ditch simultaneously, rapidly hydrophobic, draining can be achieved, avoid causing the disaster of mud-rock flow
Situation.The utility model have it is simple in construction, it is easy for construction, the advantages that beautifying the environment, and environment can be effectively adapted to and done
The areas such as drought, its is widely applicable.
Brief description of the drawings
Fig. 1 is the schematic diagram in an improvement region of ecological treatment of slope protective slope structure described in the utility model；
Fig. 2 is the sectional view of Section A-A in Fig. 1；
Fig. 3 is the cross-sectional view of B-B in Fig. 1；
In figure mark for：Administer region 1, plant stake lattice 2, timber 3, rod strut rail 4, main intercepting ditch 5, secondary intercepting ditch 6.
Embodiment
The utility model is further illustrated with reference to the accompanying drawings and detailed description.
As shown in Figure 1 to Figure 3, ecological treatment of slope protective slope structure described in the utility model, including at least one position
In the improvement region 1 in side slope, plant stake lattice 2 and the ditch for being arranged at side slope top layer are included in the improvement region 1,
The plant stake lattice 2 is set in a row along the incline direction compartment of terrain of side slope, is often arranged plant stake lattice 2 and is arranged in order including more
The timber 3 being arranged in side slope, rod strut rail 4 is provided between the adjacent timber 3 in every row plant stake lattice 2 and is connected
Connect；The ditch includes main intercepting ditch 5 and time intercepting ditch 6, and once intercepting ditch 6 are correspondingly arranged with every row plant stake lattice 2, and
And this intercepting ditch 6 is arranged at the top of corresponding row's plant stake lattice 2；Incline direction of the main intercepting ditch 5 along side slope
Set, and main intercepting ditch 5 connects with time intercepting ditch 6.
Wherein, the effect of plant stake lattice 2 be for fixed slope top layer the soil body and can be when Rolling Stone situation occurs
Certain interception function is played, and then the purpose for preventing the soil body to be lost in.Plant stake lattice 2 should be set in a row, and more
Arranging plant stake lattice 2 should be arranged at intervals along the incline direction of side slope, i.e., often arranging plant stake lattice 2 should be located in side slope
Substantially unified elevation location；As shown in Figure 1.More specifically, for the spacing H of adjacent row in plant stake lattice 2, typically
Preferably it is arranged to 5m~6m or so.
More specifically, the timber 3 in the utility model can use the various trees such as acacia, white poplar or willow, and generally
In the case of preferably according to actual conditions select local suitable growth trees, in order to gather materials on the spot.Specifically, every timber 3 can
Stake bottom is whittled into wedge shape, in order to insert in the soil body of side slope.More specifically, the length for preferably setting timber 3 is 1m, herein
In the case of, it can further preferably set timber 3 to insert the depth of the soil body of side slope and be not less than 40cm, ensure that timber 3 inserts with this
Steadiness afterwards.
Rod strut rail 4 in other the utility model, it is for adjacent timber 3 to be attached, so as to plant that it, which is acted on,
Thing stake lattice 2 effectively improves the structural strength of plant stake lattice 2 and intercepts the effect of Rolling Stone into cell structure.Do not lose
Generality, referring to the drawings shown in 3, two rod strut rails 4 can be provided with every row plant stake lattice 2 in the utility model,
And two rod strut rails 4 are arranged at the different height position of timber 3.
In addition, the ditch in the utility model, it is for rapidly discharging the ponding in side slope, to realize quickly that it, which is acted on,
Hydrophobic, draining purpose, and then reduce the situation that mud-rock flow occurs.More specifically, the main intercepting ditch 5 set in the utility model
Can be along the both sides edge and upper edge for administering region 1 along setting, and secondary intercepting ditch 6 is then correspondingly arranged with every row plant stake lattice 2,
As shown in Figure 1；The benefit so set is the ponding on side slope top layer is collected by secondary intercepting ditch 6 and be flowed to its both ends
It is dynamic, quickly discharged along side slope incline direction again after then draining into main intercepting ditch 5.More specifically, in order to beneficial to secondary
Ponding in intercepting ditch 6 flows to its both ends, when setting secondary intercepting ditch 6, can be slightly above the ditch bottom plate of its medium position
The ditch bottom plate of its end positions.
In addition, in theory, for the not strict limitation of cross sectional shape in each ditch in the utility model, it may be configured as
V-shaped groove ditch either rectangular channel ditch or inverted trapezoidal groove ditch etc.；Without loss of generality, consider that the flow of big main intercepting ditch 5 leads to
Often greater than secondary intercepting ditch 6, therefore when setting specific ditch size, the cross sectional dimensions of main intercepting ditch 5 should be set to be more than
The cross sectional dimensions of secondary intercepting ditch 6.For example, the width of main intercepting ditch 5 can be specifically set to be at least 50cm, depth in the utility model
Degree is at least 50cm；And the width of setting time intercepting ditch 6 is at least 30cm, depth is at least 30cm.
In addition, the construction for ditch, can use the materials such as concrete, stone masonry or clay to build by laying bricks or stones and form, it is specific not tight
Lattice limit, as long as ensuring its effective drainage effect and anti-seepage effect.
Claims (9)
1. ecological treatment of slope protective slope structure, it is characterised in that：Including at least one improvement region (1) in the side slope,
Described administer in region (1) includes the plant stake lattice (2) for being arranged at side slope top layer and ditch, the plant stake lattice (2)
Set in a row along the incline direction compartment of terrain of side slope, often row's plant stake lattice (2) is arranged in order including more is arranged in side slope
Timber (3), be provided with rod strut rail (4) between the adjacent timber (3) in every row plant stake lattice (2) and be attached；Institute
Stating ditch includes main intercepting ditch (5) and time intercepting ditch (6), and once intercepting ditch is correspondingly arranged with every row plant stake lattice (2)
(6), and this intercepting ditch (6) is arranged at the top of corresponding row's plant stake lattice (2)；The main intercepting ditch (5) is along side
The incline direction on slope is set, and main intercepting ditch (5) connects with time intercepting ditch (6).
2. ecological treatment of slope protective slope structure as claimed in claim 1, it is characterised in that：The timber (3) is using acacia, white
At least one of poplar or willow.
3. ecological treatment of slope protective slope structure as claimed in claim 1, it is characterised in that：The length of the timber (3) is 1m.
4. ecological treatment of slope protective slope structure as claimed in claim 3, it is characterised in that：Depth in timber (3) insertion side slope
Degree is not less than 40cm.
5. ecological treatment of slope protective slope structure as claimed in claim 1, it is characterised in that：The width of the main intercepting ditch (5)
At least 50cm, depth are at least 50cm.
6. ecological treatment of slope protective slope structure as claimed in claim 1, it is characterised in that：The width of the secondary intercepting ditch (6)
At least 30cm, depth are at least 30cm.
7. ecological treatment of slope protective slope structure as claimed in claim 1, it is characterised in that：Adjacent row plant stake lattice (2)
Spacing H is 5m~6m.
8. ecological treatment of slope protective slope structure as claimed in claim 1, it is characterised in that：The ditch by concrete, stone masonry or
Clay, which is built by laying bricks or stones, to be formed.
9. ecological treatment of slope protective slope structure as claimed in any of claims 1 to 8 in one of claims, it is characterised in that：The master cuts
Ditch (5) is set along both sides edge and the upper edge edge for administering region (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109958.XU CN207130749U (en) | 2017-08-31 | 2017-08-31 | Ecological treatment of slope protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109958.XU CN207130749U (en) | 2017-08-31 | 2017-08-31 | Ecological treatment of slope protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207130749U true CN207130749U (en) | 2018-03-23 |
Family
ID=61637035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721109958.XU Active CN207130749U (en) | 2017-08-31 | 2017-08-31 | Ecological treatment of slope protective slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207130749U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252389A (en) * | 2018-03-30 | 2018-07-06 | 水利部牧区水利科学研究所 | A kind of broad width intercepting ditch for hills grassland region slope surface |
| CN111501785A (en) * | 2020-04-05 | 2020-08-07 | 沈飞 | Rain wash protective structure for roadbed construction |
| CN112392127A (en) * | 2020-11-16 | 2021-02-23 | 河北工业大学 | Dendritic embedded type flexible ecological slope drainage ditch and construction method |
| CN115821953A (en) * | 2022-12-27 | 2023-03-21 | 重庆交通大学 | Ecological slope protection structure and construction method thereof |
-
2017
- 2017-08-31 CN CN201721109958.XU patent/CN207130749U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252389A (en) * | 2018-03-30 | 2018-07-06 | 水利部牧区水利科学研究所 | A kind of broad width intercepting ditch for hills grassland region slope surface |
| CN108252389B (en) * | 2018-03-30 | 2023-11-07 | 水利部牧区水利科学研究所 | A broad width formula intercepting ditch for hilly grassland area is domatic |
| CN111501785A (en) * | 2020-04-05 | 2020-08-07 | 沈飞 | Rain wash protective structure for roadbed construction |
| CN112392127A (en) * | 2020-11-16 | 2021-02-23 | 河北工业大学 | Dendritic embedded type flexible ecological slope drainage ditch and construction method |
| CN112392127B (en) * | 2020-11-16 | 2021-10-22 | 河北工业大学 | Dendritic embedded type flexible ecological slope drainage ditch and construction method |
| CN115821953A (en) * | 2022-12-27 | 2023-03-21 | 重庆交通大学 | Ecological slope protection structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207130749U (en) | Ecological treatment of slope protective slope structure | |
| CN202509512U (en) | Green protecting structure for deep cutting of high-speed railway | |
| CN209025094U (en) | A kind of prefabricated ecological staged slope protection | |
| CN211036597U (en) | Municipal administration road surface infiltration drainage brick | |
| CN207405576U (en) | For the galvanized wire cage debris dam of mountain area RBS in channel direction | |
| CN207159942U (en) | A kind of portable biometric passage for meeting frog motion habit | |
| CN204825931U (en) | Protective structure is administered to side slope | |
| CN105887780A (en) | Water-saving, ecological and landscape type irrigation canal for southern plain irrigation area | |
| CN102071696B (en) | Steep slope protective soft frame and construction method thereof | |
| KR101289723B1 (en) | Debris barrier capable of preserving scenery | |
| CN104695379A (en) | Ecological river channel revetment structure | |
| CN208183655U (en) | A kind of Channel slope guard system | |
| CN207904939U (en) | A kind of ecological revetment grass planting plane | |
| CN209538120U (en) | A kind of novel ecological slope protection structure | |
| CN206267162U (en) | A kind of roadbed side slope safeguard structure | |
| CN207919491U (en) | A kind of bank slope ecological safeguard structure | |
| CN205776122U (en) | For Plain Irrigation District of Southern China water-saving ecological landscape type irrigation canal | |
| CN205171454U (en) | Ecological bank protection | |
| CN204418192U (en) | Bayonet type grass planting grid | |
| CN206189446U (en) | Retaining wall with plant groove | |
| CN205822150U (en) | A kind of irrigation canal bank protection prefabricated component of band animal passway for escaping | |
| CN201915413U (en) | Flexible grid for steep slope protection | |
| CN205296211U (en) | Hydraulic engineering retaining wall | |
| CN210439167U (en) | Wind shield device for dredging quicksand | |
| CN107152030A (en) | A kind of Slope of Open Pit Coal Mine administering method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |