CN207484492U - A kind of anti-erosion slope protection structure of high soil slope - Google Patents
A kind of anti-erosion slope protection structure of high soil slope Download PDFInfo
- Publication number
- CN207484492U CN207484492U CN201721289229.7U CN201721289229U CN207484492U CN 207484492 U CN207484492 U CN 207484492U CN 201721289229 U CN201721289229 U CN 201721289229U CN 207484492 U CN207484492 U CN 207484492U
- Authority
- CN
- China
- Prior art keywords
- concrete
- slope
- arch ring
- erosion
- slope surface
- 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
Abstract
The utility model discloses a kind of anti-erosion slope protection structures of high soil slope, which is characterized in that includes at least：The concrete shoulder protector being set at the top of slope surface；The thickness of the concrete shoulder protector is not less than 20cm；For slope surface to be divided into the concrete arch ring of multiple isolated areas；The width range of the concrete arch ring is 25cm~40cm；Each isolated area is afforested areas；For slope surface to be divided into two-part riding track concrete protection band up and down；It is set to the precast concrete water-blocking bank of concrete arch ring both sides；The precast concrete water-blocking bank is spliced by the concrete precast block that monolithic size is 50cm × 50cm × 10cm；Drain tank is formed between two neighboring precast concrete water-blocking bank；It is set to the concrete gutter of face toe；The width and depth in the concrete gutter are not less than 30cm.The utility model can effectively prevent slope surface soil erosion, and then ensure the stability of side slope.
Description
Technical field
The utility model belongs to side slope protection Treatment process field more particularly to a kind of anti-erosion slope of high soil slope
Face safeguard structure.
Background technology
The surface of side slope is mainly protected in side slope surface protection, in order to avoid destroyed by natural cause.At present, slope protection
Main concrete grid of being always or usually as specified adds grass planting protection, concrete hexagonal sash to add grass planting protection, plant protection and stone-laying protection etc., on
State the slope wash that safeguard procedures are not avoided that large area, and next stage slope surface will bear rushing for slope surface Accumulated Rainwater thereon
Brush, more on the lower, slope wash is more serious.When especially meeting compared with heavy showers, it is impossible to protect slope surface well, in turn result in slope surface water
Soil is lost in.
In conclusion problem of the existing technology is：Side slope surface protection be not avoided that large area rain drop erosion, meet compared with
Slope wash is particularly acute during heavy showers.
Invention content
In view of the problems of the existing technology, the utility model provides a kind of anti-erosion slope surface of high soil slope and prevents
Protection structure.Slope surface has been divided into isolated area small one by one by the technical solution first, and slope surface water is blocked through water-blocking bank in region
It cuts and imports drain tank, let out under concentration, avoid the rain drop erosion of slope surface large area.
Specific technical solution is used by the utility model：
A kind of anti-erosion slope protection structure of high soil slope, includes at least：
The concrete shoulder protector (1) being set at the top of slope surface；The thickness of the concrete shoulder protector (1) is not less than 20cm；
For slope surface to be divided into the concrete arch ring (6) of multiple isolated areas；The width model of the concrete arch ring (6)
It is 25cm~40cm to enclose；Each isolated area is afforested areas；
For slope surface to be divided into two-part riding track concrete protection band (5) up and down；
It is set to the precast concrete water-blocking bank (3) of concrete arch ring (6) both sides；The precast concrete water-blocking bank (3)
It is spliced by the concrete precast block that monolithic size is 50cm × 50cm × 10cm；Two neighboring precast concrete water-blocking bank
(3) drain tank (4) is formed between；
It is set to the concrete gutter (8) of face toe；The width and depth of the concrete gutter (8) be not small
In 30cm.
Further：Concrete spats (7) is provided between face toe in the concrete gutter (8).
Further：The thickness of the concrete shoulder protector (1) is 20cm.
Further：The width of the concrete arch ring (6) is 30cm.
The advantages of the utility model and good effect are：
By using above-mentioned technical proposal, compared with traditional technology, the utility model is prevented first with riding track concrete
Broken face is divided into two parts up and down by protecting band, then using concrete arch ring slope surface segmentation is independent in each part
Zonule sets the drain tank that is formed by precast concrete water-blocking bank on the boundary in each region, in this way when heavy rain is come when attacking,
Between zonule, rainwater is guided along drain tank and the concrete gutter for the face toe that arrives is discharged, in this way can be greatly
The pressure that broken face is washed is reduced, avoids the rain drop erosion of slope surface large area.
Description of the drawings
Fig. 1 is the structure diagram of the utility model embodiment；
Fig. 2 is the partial enlarged view of the utility model embodiment；
In figure：1st, concrete shoulder protector；2nd, grassed area；3rd, precast concrete water-blocking bank；4th, drain tank；5th, riding track concrete is prevented
Protecting band；6th, concrete arch ring；7th, concrete spats；8th, concrete gutter.
Specific embodiment
For that can further appreciate that the invention, features and effects of the utility model, the following examples are hereby given, and coordinates
Detailed description are as follows for attached drawing.
The structure of the utility model is explained in detail below in conjunction with the accompanying drawings.
It please refers to Fig.1 and Fig. 2：A kind of anti-erosion slope protection structure of high soil slope, including：
The concrete shoulder protector 1 being set at the top of slope surface；The thickness of the concrete shoulder protector 1 is not less than 20cm；
For slope surface to be divided into the concrete arch ring 6 of multiple isolated areas；The width range of the concrete arch ring 6 is
25 cm~40cm；Each isolated area is afforested areas；That is grassed area 2；
For slope surface to be divided into two-part riding track concrete protection band 5 up and down；
It is set to the precast concrete water-blocking bank 3 of 6 both sides of concrete arch ring；The precast concrete water-blocking bank 3 is by monolithic
Size is that the concrete precast block of 50cm × 50cm × 10cm is spliced；Shape between two neighboring precast concrete water-blocking bank 3
Into drain tank 4；
It is set to the concrete gutter 8 of face toe；The width and depth in the concrete gutter 8 are not less than
30cm。
Concrete spats 7 is provided between the concrete gutter 8 and face toe；
In the preferred embodiment, the slope ratio of soil-slope is 1:2, it is stable side slope.Concrete shoulder protector 1, riding track coagulation
Native buffer zone 5 and concrete spats 7 are protected using 20cm thickness concrete；Concrete arch ring thickness 20cm, arch ring are a diameter of
3.5m, width 30cm；Linked network covers after sowing grass-seed in arch ring；Precast concrete water-blocking bank monolithic size for 50 × 50 ×
10cm (length × width x thickness) is embedded to slope surface 40cm, exposes slope surface 10cm, forms water-blocking bank；Water-blocking bank forms 30cm wide with arch ring
Drain tank；The width in lower concrete gutter 8 is 30cm, and depth is 30cm, and thickness is 10cm.
The above is only the preferred embodiment to the utility model, and not the utility model is made in any form
Limitation, it is every according to the technical essence of the utility model any simple modification made to the above embodiment, equivalent variations with
Modification, belongs in the range of technical solutions of the utility model.
Claims (4)
1. a kind of anti-erosion slope protection structure of high soil slope, which is characterized in that include at least：
The concrete shoulder protector (1) being set at the top of slope surface；The thickness of the concrete shoulder protector (1) is not less than 20cm；
For slope surface to be divided into the concrete arch ring (6) of multiple isolated areas；The width range of the concrete arch ring (6) is
25cm~40cm；Each isolated area is afforested areas；
For slope surface to be divided into two-part riding track concrete protection band (5) up and down；
It is set to the precast concrete water-blocking bank (3) of concrete arch ring (6) both sides；The precast concrete water-blocking bank (3) is by list
Block size is that the concrete precast block of 50cm × 50cm × 10cm is spliced；Two neighboring precast concrete water-blocking bank (3) it
Between formed drain tank (4)；
It is set to the concrete gutter (8) of face toe；The width and depth of the concrete gutter (8) are not less than
30cm。
2. the anti-erosion slope protection structure of high soil slope as described in claim 1, which is characterized in that in the coagulation
Native gutter (8) is provided with concrete spats (7) between face toe.
3. the anti-erosion slope protection structure of high soil slope as described in claim 1, which is characterized in that the concrete
The thickness of shoulder protector (1) is 20cm.
4. the anti-erosion slope protection structure of high soil slope as described in claim 1, which is characterized in that the concrete
The width of arch ring (6) is 30cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721289229.7U CN207484492U (en) | 2017-09-30 | 2017-09-30 | A kind of anti-erosion slope protection structure of high soil slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721289229.7U CN207484492U (en) | 2017-09-30 | 2017-09-30 | A kind of anti-erosion slope protection structure of high soil slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207484492U true CN207484492U (en) | 2018-06-12 |
Family
ID=62479643
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721289229.7U Active CN207484492U (en) | 2017-09-30 | 2017-09-30 | A kind of anti-erosion slope protection structure of high soil slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207484492U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258590A (en) * | 2019-06-12 | 2019-09-20 | 江苏经贸职业技术学院 | A kind of civil engineering slope protection and production method |
| CN110839515A (en) * | 2019-11-14 | 2020-02-28 | 中铁西北科学研究院有限公司 | Micro-seepage moisture-preserving maintenance method for greening along high-speed rail |
-
2017
- 2017-09-30 CN CN201721289229.7U patent/CN207484492U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258590A (en) * | 2019-06-12 | 2019-09-20 | 江苏经贸职业技术学院 | A kind of civil engineering slope protection and production method |
| CN110839515A (en) * | 2019-11-14 | 2020-02-28 | 中铁西北科学研究院有限公司 | Micro-seepage moisture-preserving maintenance method for greening along high-speed rail |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102392454A (en) | Adverse-slope flat-plate treating and ecological restorative measure for refuse dump | |
| CN111386954A (en) | Erosion inferior land water and soil conservation ecological management system | |
| CN207484492U (en) | A kind of anti-erosion slope protection structure of high soil slope | |
| CN108487263A (en) | A method of restoration of the ecosystem is carried out to rock matter gradient slope using solid gabion | |
| CN205662932U (en) | Kata -rocks matter slope ecological protection structure | |
| CN208594530U (en) | A kind of novel water conservancy ecosystem slope protection | |
| CN107034901A (en) | A kind of flat ditch is built up fields erosion groove administering method | |
| CN205917818U (en) | Retaining type pattern of farming suitable for strand area lawn | |
| CN202755371U (en) | Plant protective structure of soil slope protection and slope rain water evacuation | |
| CN204185818U (en) | A kind of vetiver administers hydraulic engineering slag field slope system | |
| CN205502032U (en) | Native slope reinforcement structure expands | |
| CN204920021U (en) | Roof greening water supply and sewerage system | |
| CN212344736U (en) | Erosion inferior land water and soil conservation ecological management system | |
| CN210421004U (en) | Prevent soil erosion and water loss's river course structure | |
| CN210122706U (en) | Check dam structure of hydraulic and hydroelectric engineering | |
| CN207775906U (en) | A kind of Novel slope protection | |
| CN202587802U (en) | Earth ditch structure for saline-alkali land to improve planting | |
| CN207063111U (en) | A kind of sponge-type stores the storm-water system for oozing grass planting ditch and application the grass planting ditch | |
| CN206570762U (en) | Protection slope | |
| CN205604185U (en) | A stop dam for administering soil erosion and water loss | |
| CN215669310U (en) | Multi-functional hydraulic engineering is with ecological bank protection building block | |
| CN204510142U (en) | A kind of rivers bank protection protective screening | |
| KR20110101637A (en) | Establishment structure of eco-pipe for street tree | |
| CN205223995U (en) | Terraced fields district sediment field structure | |
| CN105544464B (en) | A kind of clear beach material fill construction method of mountain area middle and small river |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |