CN112982295A - River course slope protection structure - Google Patents
River course slope protection structure Download PDFInfo
- Publication number
- CN112982295A CN112982295A CN202110305912.XA CN202110305912A CN112982295A CN 112982295 A CN112982295 A CN 112982295A CN 202110305912 A CN202110305912 A CN 202110305912A CN 112982295 A CN112982295 A CN 112982295A
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- CN
- China
- Prior art keywords
- slope
- slope protection
- protection structure
- river course
- layer
- 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.)
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- 239000004568 cement Substances 0.000 claims abstract description 36
- 235000013311 vegetables Nutrition 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 27
- 238000003780 insertion Methods 0.000 claims description 12
- 230000037431 insertion Effects 0.000 claims description 12
- 238000005192 partition Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 6
- 239000002689 soil Substances 0.000 description 8
- 238000005406 washing Methods 0.000 description 3
- 238000009991 scouring Methods 0.000 description 2
- 206010063659 Aversion Diseases 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
Abstract
The utility model relates to a river course slope protection structure, including the bank protection body, the bank protection body includes domatic and the slope body, and bank protection body upside is the bank, be provided with a plurality of vegetable layers on domatic, be provided with water drainage tank between the adjacent vegetable layer, the water drainage tank bottom is provided with the cement layer, is provided with a plurality of barricades of pegging graft slope body inside on the vegetable layer, and one side fixedly connected with inserted link in the barricade is pegged graft to the slope, and barricade one end fixedly connected with locking block is kept away from to the inserted link. This application has when the rainwater is great, and slope protection structure still can remain stable effect.
Description
Technical Field
The application relates to hydraulic engineering's field especially relates to a river course slope protection structure.
Background
On the domatic of river course both sides, in order to prevent the loss of domatic soil, current technique can set up slope protection structure on domatic for the soil that the interception rainwater washed away. The slope protection structure that is relevant is including setting up the vegetable layer on the slope surface of bank protection, or sets up cement layer etc. on slope surface of bank protection to reach and reduce the washing away of rainwater to the bank protection, make the bank protection can remain stable for a long time.
In view of the above-mentioned related art, the inventor believes that, when the rainwater is large, the scouring action of the rainwater on the vegetation layer is increased, and when the rainwater is long, the vegetation layer is destroyed, so that the soil on the revetment is scoured into the river channel.
Disclosure of Invention
In order to make slope protection structure when the rainwater is great, still can remain stable, this application provides a river course slope protection structure.
The application provides a river course slope protection structure adopts following technical scheme:
the utility model provides a river course slope protection structure, includes the bank protection body, and the bank protection body includes domatic and the slope body, and bank protection body upside is the river bank, be provided with a plurality of vegetable layers on the domatic, be provided with water drainage tank between the adjacent vegetable layer, the water drainage tank bottom is provided with the cement layer, is provided with a plurality of barricades of pegging graft slope body inside on the vegetable layer, and one side fixedly connected with inserted bar in the barricade is pegged graft to the barricade, and barricade one end fixedly connected with locking block is kept away.
By adopting the technical scheme, when rainwater flows, the rainwater flows to the slope along the river bank, flows to the vegetation layer and the drainage groove, flows to the vegetation layer, then flows downwards along the vegetation layer, is blocked by the retaining wall, and flows to the two sides of the vegetation layer along the retaining wall along with the increase of the rainwater; simultaneously, the barricade can play the supporting role to the earth at vegetable layer place, makes the earth of vegetable layer difficult to the landing of river course direction, makes slope protection structure when the rainwater is great, still can remain stable.
Optionally, be provided with the cement board on the river bank, the cement board is connected with cement layer integrated into one piece to it is inside to link to each other through the reinforcing bar, the cement board is close to a plurality of cylinders of domatic one side fixedly connected with, and the cylinder is kept away from cement board one end and is passed through horizontal pole fixed connection.
Through adopting above-mentioned technical scheme, through the setting of cylinder, can be great at the rainwater, when rainwater flow direction slope, the cylinder can play the effect that blocks to the rainwater to make the rainwater play the cushioning effect to domatic effort, thereby reduce the rainwater and to the erodeing of vegetable layer and water drainage tank.
Optionally, a partition wall inserted into the slope body is arranged on one side, close to the drainage groove, of the vegetation layer, and one end, exposed out of the slope body, of the partition wall is higher than the surface of the vegetation layer.
Through adopting above-mentioned technical scheme, the divider wall can protect the earth at vegetable layer place, when can preventing the rainwater flow direction water drainage tank on the vegetable layer, makes the earth on the vegetable layer rush to the water drainage tank in.
Optionally, an opening is formed in the position, close to the retaining wall, of the partition wall.
Through adopting above-mentioned technical scheme, the rainwater on the vegetable layer flows to vegetable layer both sides along the barricade, then flows to the water drainage tank through the opening.
Optionally, the insertion rod is perpendicular to the slope.
By adopting the technical scheme, the insertion rod is perpendicular to the slope surface, so that the length of the insertion rod inserted into the slope body is longest, and the retaining wall is more stably installed.
Optionally, the lengths of the insertion rods are set differently.
By adopting the technical scheme, the lengths of the insertion rods are different, so that the insertion rods and soil on a slope body are not easy to form a stripping layer with the insertion rods to slide down a river channel, and the landslide phenomenon is caused.
Optionally, the retaining wall middle position is bent towards the river bank direction.
Through adopting above-mentioned technical scheme, the effect of reposition of redundant personnel can be played to the rainwater on the vegetation layer to the buckling of barricade, makes the rainwater reduce the impact force of barricade to play the guard action to the barricade, make the difficult removal in position of barricade.
Optionally, one side of the cement plate, which is far away from the slope surface, is fixedly connected with a fixing pile inserted into the river bank.
Through adopting above-mentioned technical scheme, through the setting of cement slab, can make the earth on the river bank be difficult for washing away domatic to through fixed block and spud pile, can play the fixed action to the cement slab, make the difficult removal in position of cement slab.
Optionally, the bottom of the fixing pile is fixedly connected with a fixing block.
Through adopting above-mentioned technical scheme, through the setting of fixed block, can make the increase of the area of contact of spud pile and river bank inside to make the spud pile more stable, make the cement slab more stable, be difficult for receiving to erode and take place the aversion.
Optionally, the bottom of the drainage groove is lower than the vegetation layer.
Through adopting above-mentioned technical scheme, the bottom of water drainage tank is less than the vegetable layer, is favorable to the rivers on the vegetable layer to water drainage tank to reduce the water on the vegetable layer, can play the guard action to the vegetable layer.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when rainwater exists, the rainwater flows to the slope along the river bank, flows to the vegetation layer and the drainage grooves, flows to the vegetation layer and then flows downwards along the vegetation layer, is blocked by the retaining wall, and along with the increase of the rainwater, the rainwater can flow to the two sides of the vegetation layer along the retaining wall; meanwhile, the retaining wall can support the soil where the vegetation layer is located, so that the soil of the vegetation layer is not easy to slide down towards the river channel direction, and the slope protection structure can still keep stable when rainwater is large;
2. through the arrangement of the column body, when rainwater is large and flows to a slope surface, the column body can block the rainwater, so that the acting force of the rainwater on the slope surface is buffered, and the erosion of the rainwater on the vegetation layer and the drainage groove is reduced;
3. the division wall can protect the earth at vegetable layer place, when can preventing the rainwater flow direction water drainage tank on the vegetable layer, makes the earth on the vegetable layer dash the water drainage tank in, and the effect of reposition of redundant personnel can be played to the rainwater on the vegetable layer to buckling of barricade, makes the rainwater reduce the impact force of barricade to play the guard action to the barricade, make the difficult removal in position of barricade.
Drawings
Fig. 1 is a schematic structural diagram of a river course slope protection structure in an embodiment of the present application.
Fig. 2 is a schematic structural view of the locking block.
Fig. 3 is a schematic structural view showing a spud pile.
Description of reference numerals: 1. a slope protection body; 11. a slope surface; 12. a slope body; 2. river banks; 3. a vegetable layer; 4. a water discharge tank; 41. a cement layer; 5. retaining walls; 51. a plug rod; 511. a locking block; 6. a partition wall; 61. an opening; 7. a cement board; 71. fixing the pile; 711. a fixed block; 8. a cylinder; 81. a cross bar.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses river course slope protection structure, referring to fig. 1, including slope protection body 1, slope protection body 1 includes the domatic 11 and the slope body 12 of slope, and domatic 11 top is river bank 2. The slope 11 is provided with a plurality of vegetation layers 3, and the vegetation layers 3 are rectangular and are perpendicular to the river bank 2. A drainage groove 4 is arranged between adjacent vegetation layers 3, and a cement layer 41 is arranged at the bottom of the drainage groove 4. A row of retaining walls 5 inserted into the slope body 12 are uniformly inserted into the vegetation layer 3, and one exposed side of each retaining wall 5 is higher than the vegetation layer 3.
When the rainwater, the rainwater flows to domatic 11 along river bank 2 and goes, rainwater flow direction vegetable layer 3 and water drainage tank 4, and the rainwater is blockked by barricade 5 when flowing to vegetable layer 3, because water drainage tank 4 relief is lower, the rainwater on the vegetable layer 3 can flow to water drainage tank 4, then flows to the river course along water drainage tank 4. The rainwater is more flows to the river course from water drainage tank 4, can reduce the rainwater to the scouring of vegetable layer 3, plays the guard action to vegetable layer 3. Meanwhile, the retaining wall 5 can support the soil where the vegetation layer 3 is located, so that the soil of the vegetation layer 3 is not easy to slide down in the direction of the river channel.
As shown in fig. 1, the two sides of the vegetation layer 3 close to the drainage ditch are also provided with partition walls 6, the partition walls 6 are inserted into the slope 11, and the partition walls 6 are higher than the vegetation layer 3. The partition walls 6 are provided with openings 61 at positions adjacent to the retaining walls 5. The partition wall 6 can protect the earth at vegetation layer 3 place, and when rainwater flow direction water drainage tank 4 on the vegetation layer 3 can be prevented, the earth on the vegetation layer 3 is made to rush into the water drainage tank 4. The rainwater on the vegetation layer 3 flows toward both sides of the vegetation layer 3 along the retaining wall 5 and then flows toward the drainage channel 4 through the opening 61.
As shown in fig. 1 and 2, an insertion rod 51 is fixedly connected to one side of the retaining wall 5 inserted into the slope 12, the insertion rod 51 is perpendicular to the slope 11, a locking block 511 is fixedly connected to one end of the insertion rod 51 far away from the retaining wall 5, and the lengths of the insertion rods 51 are different. The retaining wall 5 can be locked by the locking block 511, so that the position of the retaining wall 5 is stable and is not easy to move.
As shown in fig. 1, the middle of the retaining wall 5 is bent toward the river bank 2. The bending of the retaining wall 5 can play a shunting role for rainwater on the vegetation layer 3, so that the impact force of the rainwater on the retaining wall 5 is reduced, the retaining wall 5 is protected, and the position of the retaining wall 5 is not easy to move.
As shown in fig. 3, the bank 2 is provided with a cement plate 7, the cement plate 7 is integrally connected with the cement layer 41, and the cement plate 7 is connected with the inside of the cement layer 41 through a reinforcing bar (not shown). The cement board 7 is far away from domatic 11 one end fixedly connected with a plurality of spud piles 71, and the spud pile 71 is perpendicular with cement board 7 to peg graft inside the river bank 2. And a fixing block 711 is fixedly connected to one end of the fixing pile 71, which is far away from the cement plate 7.
Through the setting of cement slab 7, can make the difficult slope 11 that erodees of earth on the river bank 2 to through fixed block 711 and spud pile 71, can play the fixed action to cement slab 7, make the difficult removal in position of cement slab 7.
As shown in FIG. 3, a plurality of columns 8 are fixedly connected to one side of the cement board 7 close to the slope 11, the columns 8 are arranged in a row, and the upper ends of the columns 8 are fixedly connected through a cross bar 81.
Through the setting of cylinder 8, can be when the rainwater is great, cushion the rainwater to reduce the rainwater and to vegetation layer 3 and water drainage tank 4's washing away.
The embodiment of the application provides a river course slope protection structure's implementation principle does: when the rainy season comes, the rainwater flows to domatic 11 from cement slab 7, rainwater flow direction vegetable layer 3 and water drainage tank 4, and the rainwater on vegetable layer 3 flows to vegetable layer 3 both sides along barricade 5, then flows to water drainage tank 4 through opening 61, and the rainwater flows to in the river course along water drainage tank 4.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a river course slope protection structure, includes slope protection body (1), slope protection body (1) is including domatic (11) and slope body (12), and slope protection body (1) upside is river bank (2), its characterized in that: be provided with a plurality of vegetable layers (3) on domatic (11), be provided with water drainage tank (4) between adjacent vegetable layer (3), water drainage tank (4) bottom is provided with cement layer (41), is provided with on vegetable layer (3) and pegs graft a plurality of barricades (5) of slope body (12) inside, and barricade (5) are pegged graft one side fixedly connected with peg graft pole (51) in slope body (12), and barricade (5) one end fixedly connected with locking block (511) are kept away from in peg graft pole (51).
2. The river course slope protection structure of claim 1, wherein: be provided with cement slab (7) on bank (2), cement slab (7) are connected with cement layer (41) integrated into one piece to it is inside to link to each other through the reinforcing bar, cement slab (7) are close to a plurality of cylinders (8) of domatic (11) one side fixedly connected with, and horizontal pole (81) fixed connection is passed through to cement slab (7) one end is kept away from in cylinder (8).
3. The river course slope protection structure of claim 1, wherein: and a partition wall (6) inserted into the slope body (12) is arranged on one side of the vegetation layer (3) close to the drainage groove (4), and one end, exposed out of the slope body (12), of the partition wall (6) is higher than the surface of the vegetation layer (3).
4. The river course slope protection structure of claim 3, wherein: the position that division wall (6) are close to barricade (5) is provided with opening (61).
5. The river course slope protection structure of claim 1, wherein: the insertion rod (51) is perpendicular to the slope surface (11).
6. The river course slope protection structure of claim 5, wherein: the lengths of the plug-in connection rods (51) are set differently.
7. The river course slope protection structure of claim 1, wherein: the middle position of the retaining wall (5) is bent towards the river bank (2).
8. The river course slope protection structure of claim 1, wherein: and one side of the cement board (7) far away from the slope surface (11) is fixedly connected with a fixed pile (71) inserted into the river bank (2).
9. The river course slope protection structure of claim 8, wherein: and the bottom of the fixed pile (71) is fixedly connected with a fixed block (711).
10. The river course slope protection structure of claim 1, wherein: the bottom of the drainage groove (4) is lower than the vegetation layer (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110305912.XA CN112982295A (en) | 2021-03-23 | 2021-03-23 | River course slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110305912.XA CN112982295A (en) | 2021-03-23 | 2021-03-23 | River course slope protection structure |
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| Publication Number | Publication Date |
|---|---|
| CN112982295A true CN112982295A (en) | 2021-06-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110305912.XA Pending CN112982295A (en) | 2021-03-23 | 2021-03-23 | River course slope protection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419018A (en) * | 2022-10-11 | 2022-12-02 | 广东吴川建筑安装工程有限公司 | Ecological river course barricade protection machanism |
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| CN212026294U (en) * | 2020-04-11 | 2020-11-27 | 广东佛山地质工程勘察院 | Ecological slope protection structure |
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2021
- 2021-03-23 CN CN202110305912.XA patent/CN112982295A/en active Pending
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|---|---|---|---|---|
| KR20090055149A (en) * | 2007-11-28 | 2009-06-02 | 민승기 | Slope protection block for drain pipe |
| CN206706678U (en) * | 2017-03-28 | 2017-12-05 | 亓斌 | A kind of new solid native highway slope protection |
| CN208733652U (en) * | 2018-07-27 | 2019-04-12 | 河南超杰园林设计工程有限公司 | Slope protecting device |
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| CN212026294U (en) * | 2020-04-11 | 2020-11-27 | 广东佛山地质工程勘察院 | Ecological slope protection structure |
| CN112252338A (en) * | 2020-09-17 | 2021-01-22 | 浙江钱塘江水利建筑工程有限公司 | Expansive soil slope bank protection structure and construction method thereof |
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| Title |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419018A (en) * | 2022-10-11 | 2022-12-02 | 广东吴川建筑安装工程有限公司 | Ecological river course barricade protection machanism |
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Address after: 056000 No. 1106, floor 11, block B, No. 288, Fuhe street, Hanshan District, Handan City, Hebei Province Applicant after: Handan Yirun Engineering Consulting Co.,Ltd. Address before: 056000 room 706, Binhe century building, No.2 Fuhe street, Congtai District, Handan City, Hebei Province Applicant before: Handan Yirun Engineering Consulting Co.,Ltd. |
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Application publication date: 20210618 |
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