CN210482339U - Embankment side slope protection system - Google Patents
Embankment side slope protection system Download PDFInfo
- Publication number
- CN210482339U CN210482339U CN201921360800.9U CN201921360800U CN210482339U CN 210482339 U CN210482339 U CN 210482339U CN 201921360800 U CN201921360800 U CN 201921360800U CN 210482339 U CN210482339 U CN 210482339U
- Authority
- CN
- China
- Prior art keywords
- slope
- platform
- protection
- section
- protection section
- 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
Images
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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to an embankment side slope protection system, including the top of slope platform that is located the side slope top, be located the slope bottom platform of side slope bottom and be located the buffering platform between top of slope platform and the slope bottom platform, top of slope platform, buffering platform and slope bottom platform are the ladder distribution, be equipped with first protection section between top of slope platform and the buffering platform, be equipped with second protection section between buffering platform and the slope bottom platform, the buffering platform is close to one side of first protection section is equipped with first reverse domatic, one side that the platform is close to second protection section at the bottom of slope is equipped with the reverse domatic of second, has the advantage that reduces the washing away of rainwater to the side slope, is difficult for the landslide.
Description
Technical Field
The utility model relates to a domatic protection technical field especially relates to an embankment side slope protection system.
Background
China is a country with very complicated geological conditions, various slopes in the nature are very widely distributed, and a lot of slopes can not grow due to factors such as local climate or geological conditions, so that a large number of bare slopes are formed. In addition, with the continuous expansion of various engineering scales, a large number of excavation, filling and the like form a plurality of exposed engineering slopes. The existence of the bare side slope brings huge problems to engineering and environment, such as water and soil loss, landslide, debris flow, rock rolling, quicksand, damage to ecological environment and other disaster phenomena.
For the embankment side slope, due to the erosion of rainwater, slope landslide or collapse of some river channels is easy to occur, and great economic loss and safety risk are brought to people, so that the design of the embankment side slope protection system for reducing the erosion of rainwater to the side slope and preventing landslide is of great significance to people.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an embankment side slope protection system has the advantage that reduces the washing away of rainwater to the side slope, difficult landslide.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides an embankment side slope protection system, is including the top of slope platform that is located the side slope top, be located the slope bottom platform of side slope bottom and be located the top of slope platform and the buffering platform between the slope platform, top of slope platform, buffering platform and slope bottom platform are the ladder and distribute, be equipped with first protection section between top of slope platform and the buffering platform, be equipped with second protection section between buffering platform and the slope bottom platform, the buffering platform is close to one side of first protection section is equipped with first reverse domatic, one side that the platform is close to second protection section at the bottom of slope is equipped with the reverse domatic of second.
Through adopting above-mentioned technical scheme, the top of slope platform, the buffering platform, slope bottom platform divide into first protection section and second protection section two parts with the side slope, effectively reduce domatic length, reinforcing overall structure's stability, construction convenience, the top of slope platform, buffering platform and slope bottom platform are the ladder distribution, when the rainwater from the top of slope platform along first protection section landing to the buffering platform, through first reverse domatic stopping and slowing down, reduce the scouring ability of rainwater to the side slope, when the rainwater continues to follow second protection section landing to the bottom of slope platform, through the reverse domatic secondary that blocks of second speed reduction, further reduce the scouring force of rainwater to the side slope, effectively prevent that the side slope from taking place the landslide.
The utility model discloses further set up to: the slope top platform, the buffering platform and the slope bottom platform are all formed by cast-in-place greening concrete layers, and green plants are arranged on the cast-in-place greening concrete layers.
By adopting the technical scheme, the slope top platform, the buffering platform and the slope bottom platform are formed by using the cast-in-place greening concrete layer, green plants can be planted on the upper surface of the slope top platform, the plant protection layer is formed, on one hand, when rainwater flows through the slope top platform, the buffering platform and the slope top platform, the flowing speed of the rainwater is further reduced, so that the scouring force of the rainwater on the side slope is reduced, and on the other hand, the water seepage effect of the slope top platform, the buffering platform and the slope bottom platform is also improved.
The utility model discloses further set up to: protective net layers are laid on the slope surface of the first protective section and the slope surface of the second protective section, and the protective net layers are covered with geotextile.
By adopting the technical scheme, the slope surfaces of the first protection section and the second protection section are provided with the protection net layers, and meshes of the protection net layers can play a role in fixing loose rocks or gravels and the like on the slope, so that the rolling of the protection net layers to the bottom of the slope can be effectively reduced; the added woven geotextile can effectively diffuse, transmit or decompose concentrated stress when rainwater scours the side slope, prevent the soil body of the side slope from being damaged by external force, protect the soil and prevent landslide.
The utility model discloses further set up to: the woven geotextile is paved with a geocell, a geotextile net and sand gravel filler are arranged in the geocell, and the gravel filler is positioned below the geotextile net.
Through adopting above-mentioned technical scheme, the geotechnological net is fixed with sand rubble filler, makes it be difficult for coming out from geotechnological check room landing, and sand rubble filler is filled in geotechnological check room, prevents effectively that the slope from receiving the erosion of rainwater, prevents soil erosion and water loss.
The utility model discloses further set up to: the first protection section and the second protection section are arranged on a fixing assembly for fixing the protection net layer, the woven geotextile and the geocell.
Through adopting above-mentioned technical scheme, fixed subassembly will protect the stratum reticulare, have the geotechnological cloth of spinning and geotechnological check room to be fixed in first protection section and second protection section respectively.
The utility model discloses further set up to: the fixing assembly comprises a conical fixing piece embedded in the slope surface of the first protection section and the slope surface of the second protection section and a locking rod in threaded connection with the conical fixing piece, the end surface of the fixing piece faces the protection net layer, and the locking rod penetrates through the geocell, the woven geotextile and the protection net layer in sequence.
Through adopting above-mentioned technical scheme, the mounting inlays inside the side slope, and the mounting is conical setting and terminal surface towards the inoxidizing coating, increases the power of grabbing of mounting and side slope, prevents that the mounting from breaking away from, through locking lever and mounting threaded connection, is fixed in the side slope with geotechnological check room, has the geotechnological cloth of spinning and protection stratum reticulare.
The utility model discloses further set up to: and a grouted rubble layer is covered on the geocell.
Through adopting above-mentioned technical scheme, further prevent that rainwater infiltration from getting into side slope soil to prevent the erosion of rainwater to soil effectively prevents that the side slope from taking place the landslide.
The utility model discloses further set up to: the first protection section and the second protection section are provided with drain holes, and drainage ditches are arranged at the connecting parts of the first reverse slope surface and the second reverse slope surface and the grouted rubble stone layer.
Through adopting above-mentioned technical scheme, combine together through setting up the escape canal and reverse domatic, can in time concentrate the rainwater to discharge when precipitation is great to further reduce the scouring force of rainwater.
To sum up, the utility model discloses following beneficial effect has:
1. the top of a slope platform, the buffering platform, the slope base platform divide into first protection section and second protection section two parts with the side slope, effectively reduce domatic length, reinforcing overall structure's stability, convenient construction, the top of a slope platform, buffering platform and slope base platform are the ladder distribution, when the rainwater from the top of a slope platform along first protection section landing to buffering platform, through first reverse domatic stopping and slowing down, reduce the scouring ability of rainwater to the side slope, continue along second protection section landing to the bottom of a slope platform when the rainwater, through the reverse domatic secondary blocking speed reduction of second, further reduce the scouring force of rainwater to the side slope, effectively prevent that the side slope from taking place the landslide.
2. The slope top platform, the buffering platform and the slope bottom platform are formed by using the cast-in-place greening concrete layer, green plants can be planted on the upper surface of the slope top platform, a plant protection layer is formed, on one hand, when rainwater flows through the slope top platform, the buffering platform and the slope top platform, the flowing speed of the rainwater is further reduced, so that the scouring force of the rainwater on the side slope is reduced, and on the other hand, the water seepage effect of the slope top platform, the buffering platform and the slope bottom platform is also improved.
Drawings
Fig. 1 is a schematic overall structure diagram of a river bank slope protection system according to an embodiment;
fig. 2 is a schematic view of the overall structure of the geocell of the embodiment.
In the figure, 1, a slope top platform; 2. a buffer platform; 21. a first reverse slope; 3. a slope bottom platform; 31. a second reverse slope; 4. a green concrete layer is cast in place; 5. planting green; 6. a first guard section; 61. a drain pipe; 7. a second guard section; 8. a protective mesh layer; 9. a woven geotextile; 10. a geocell; 101. a geonet; 102. filling riprap; 11. grouting a rubble layer; 12. a fixing assembly; 121. a fixing member; 122. a locking lever; 13. and (7) a drainage ditch.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example 1: a embankment side slope protection system is shown in figure 1 and comprises a slope top platform 1 located at the top of a side slope, a slope bottom platform 3 located at the bottom of the side slope and a buffer platform 2 located between the slope top platform 1 and the slope bottom platform 3, wherein the slope top platform 1, the buffer platform 2 and the slope bottom platform 3 are distributed in a stepped mode.
The top platform, the buffering platform 2 and the slope bottom platform 3 are all formed by a cast-in-place greening concrete layer 4, and green plants 5 are arranged on the cast-in-place greening concrete layer 4. Be equipped with first protection section 6 between top of slope platform 1 and the buffering platform 2, be equipped with second protection section 7 between buffering platform 2 and the bottom of slope platform 3, buffering platform 2 is close to one side of first protection section 6 is equipped with first reverse domatic 21, one side that the bottom of slope platform 3 is close to second protection section 7 is equipped with the reverse domatic 31 of second.
The working mode is as follows:
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all the embodiments are protected by patent laws within the scope of the present invention.
Claims (8)
1. The utility model provides an embankment side slope protection system which characterized by: including slope top platform (1) that is located the side slope top, slope base platform (3) that is located the side slope bottom and buffer platform (2) that is located between slope top platform (1) and slope base platform (3), slope top platform (1), buffer platform (2) and slope base platform (3) are the ladder and distribute, be equipped with first protection section (6) between slope top platform (1) and buffer platform (2), be equipped with second protection section (7) between buffer platform (2) and slope base platform (3), buffer platform (2) are close to one side of first protection section (6) is equipped with first reverse domatic (21), one side that slope base platform (3) are close to second protection section (7) is equipped with reverse domatic (31) of second.
2. The embankment slope protection system according to claim 1, wherein: the slope top platform (1), the buffering platform (2) and the slope bottom platform (3) are all formed by a cast-in-place greening concrete layer (4), and green plants (5) are arranged on the cast-in-place greening concrete layer (4).
3. The embankment slope protection system according to claim 1, wherein: protective net layers (8) are laid on the slope surface of the first protective section (6) and the slope surface of the second protective section (7), and the protective net layers (8) are covered with woven geotextile (9).
4. The embankment slope protection system according to claim 3, wherein: the geotextile with the sand gravel packing is characterized in that a geocell (10) is paved on the geotextile with the textile (9), a geotextile (101) and sand gravel packing are arranged inside the geocell (10), and the gravel packing is positioned below the geotextile (101).
5. The embankment slope protection system according to claim 4, wherein: the first protection section (6) and the second protection section (7) are arranged on a fixing assembly (12) for fixing the protection net layer (8), the woven geotextile (9) and the geocell (10).
6. The embankment slope protection system according to claim 5, wherein: the fixing assembly (12) comprises a conical fixing piece (121) embedded in the slope surface of the first protection section (6) and the slope surface of the second protection section (7) and a locking rod (122) in threaded connection with the fixing connection, the end surface of the maximum diameter of the fixing piece (121) is close to the protection net layer (8), and the locking rod (122) sequentially penetrates through the geocell (10), the woven geotextile (9) and the protection net layer (8).
7. The embankment slope protection system according to claim 4, wherein: the geocell (10) is covered with a grouted rubble layer (11).
8. The embankment slope protection system according to claim 7, wherein: the first protection section (6) is provided with a water drainage hole, and a drainage ditch (13) is arranged at the joint of the first reverse slope surface (21) and the second reverse slope surface (31) and the grouted rubble layer (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921360800.9U CN210482339U (en) | 2019-08-20 | 2019-08-20 | Embankment side slope protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921360800.9U CN210482339U (en) | 2019-08-20 | 2019-08-20 | Embankment side slope protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210482339U true CN210482339U (en) | 2020-05-08 |
Family
ID=70536790
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921360800.9U Active CN210482339U (en) | 2019-08-20 | 2019-08-20 | Embankment side slope protection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210482339U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323825A (en) * | 2020-10-30 | 2021-02-05 | 中国电建集团成都勘测设计研究院有限公司 | Cracked rock slope supporting structure |
| CN114990948A (en) * | 2022-05-25 | 2022-09-02 | 石家庄铁道大学 | Construction method for reinforcing submerged roadbed by reinforcing ribs |
-
2019
- 2019-08-20 CN CN201921360800.9U patent/CN210482339U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323825A (en) * | 2020-10-30 | 2021-02-05 | 中国电建集团成都勘测设计研究院有限公司 | Cracked rock slope supporting structure |
| CN114990948A (en) * | 2022-05-25 | 2022-09-02 | 石家庄铁道大学 | Construction method for reinforcing submerged roadbed by reinforcing ribs |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203403426U (en) | Supporting structure of expensive earth road cutting side slope | |
| CN110820695B (en) | Structure and method for controlling dam bursting peak flow of damming dam | |
| CN211200423U (en) | Civil engineering side slope protection reinforced structure | |
| CN107859145A (en) | A kind of drainpipe is plugged into construction method under water | |
| CN210482339U (en) | Embankment side slope protection system | |
| CN106400744A (en) | Comprehensive side-slope treatment structure for preventing river channel erosion and construction method thereof | |
| CN206693140U (en) | A kind of protection slope | |
| CN103334450B (en) | Construction method of pile precast slab retaining wall with drainage ditch | |
| CN111455737A (en) | Wading railway roadbed structure and construction method thereof | |
| CN111270698A (en) | Protective structure for exposed diseases of bridge pile foundation in sand-mining river channel in mountainous area and construction method of protective structure | |
| JP2018028221A (en) | Protection structure of natural slope | |
| CN107761668B (en) | Coastal shore reservoir land-building type revetment structure and construction method thereof | |
| CN102425175B (en) | Reinforcement protective structure of large spoil disposal area in mountainous area | |
| CN107700434B (en) | Arch-shaped grid type reinforced concrete debris flow blocking dam and construction method thereof | |
| CN113186955A (en) | Compound side slope reinforced structure | |
| CN106761914B (en) | A kind of routed water water damage prevention and controls of shallow buried coal seam mine raceway groove flood | |
| CN210946536U (en) | Protective structure of small dangerous rock falling stone | |
| CN102425179B (en) | Structure of reinforced soil sewer supported by bored concrete piles of mini steel tubes | |
| Perry | Innovative methods for levee rehabilitation | |
| CN113718711B (en) | Anti-scouring water and soil conservation slope protection structure and construction method thereof | |
| CN212223936U (en) | A protective structure that is used for mountain area to adopt sand river course inner bridge pile foundation to expose disease | |
| CN210658236U (en) | Slag stacking structure | |
| CN103821106B (en) | Small-sized fishing port and channel revetment structure | |
| CN206607548U (en) | A kind of protective slope structure of Channel slope | |
| CN212426972U (en) | Firmer pond dam protecting and building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |