CN214530490U - Along river prevention of seepage reinforced structure - Google Patents
Along river prevention of seepage reinforced structure Download PDFInfo
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- CN214530490U CN214530490U CN202120478275.1U CN202120478275U CN214530490U CN 214530490 U CN214530490 U CN 214530490U CN 202120478275 U CN202120478275 U CN 202120478275U CN 214530490 U CN214530490 U CN 214530490U
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Abstract
The utility model relates to a water conservancy facility technical field, and a river-following prevention of seepage reinforced structure is disclosed, including fixed dyke body, fixed dyke body one side is provided with the scour protection dyke body, fixed dyke body bottom is provided with the pile foundation, the bottom of pile foundation outer wall is provided with strengthens the projection, it is provided with reinforced concrete with the crack department of fixed dyke body to strengthen the projection, fixed dyke body, scour protection dyke body inside all is provided with the water barrier, the inside reference column that is provided with of water barrier, the water barrier outside is provided with the sclerosis layer, scour protection dyke body inside is provided with the reinforcing bar frame, be provided with connecting reinforcement between pile foundation and the reinforcing bar frame. By adopting the technical scheme, the water baffle is arranged at the top of the river-facing vertical stone, so that the defect that water can overflow the river-facing vertical stone and the water-resisting vertical stone when the water level is high and the water wave is large is avoided; the water blocking cone is a cone and is uniformly distributed on the surface of the hardened layer, and water striking the water blocking cone can disperse water power to the side face of the protruding conical block to avoid impact force of water on the river bank and reduce damage to the river bank.
Description
Technical Field
The application relates to the field of water conservancy facilities, in particular to an anti-seepage reinforcing structure along a river.
Background
At present, the river levee is built like a wall by using soil or stones along two banks of a river course, so that river water is prevented from overflowing a river bed to destroy the environment around the river course, the utilization rate of a water source is improved, energy is saved, and the river levee is an important component in hydraulic engineering planning. The river levee of the river levee in the river transition zone is a main hydraulic engineering form for preventing flood overflow at the downstream of the river, the flood control effect is very obvious, in the prior art, the seepage-proofing reinforcement of the river levee is not perfect enough, the river levee is only formed by oppositely piling earth and stones on the ground at two sides of the river, the reinforcement design for resisting the horizontal impact of flood is lacked, and when violent flood disasters occur in the river, the river levee is easy to collapse, so that the river levee has great threat to the life and property safety of residents along two sides of the river.
Aiming at the related technologies, the inventor thinks that the existing water conservancy facilities are mostly not provided with hydraulic power dispersing devices, so that the impact force of water on a river bank is large, and the water can overflow the river standing stones and the water-resisting standing stones when the water level is high and the water wave is large.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the application provides a seepage-proofing reinforcing structure along a river.
The application provides an along river prevention of seepage reinforced structure adopts following technical scheme:
an anti-seepage reinforcing structure along a river comprises a fixed embankment body, wherein one side of the fixed embankment body is provided with an anti-scour embankment body, the bottom of the fixed dyke body is provided with a pile foundation, the bottom of the outer wall of the pile foundation is provided with a reinforcing convex column, reinforced concrete is arranged at the crack between the reinforcing convex column and the fixed dyke body, water-resisting layers are arranged inside the fixed dyke body and the scour-prevention dyke body, a positioning column is arranged inside the water-resisting layer, a hardening layer is arranged outside the water-resisting layer, a steel bar frame is arranged inside the scour-prevention embankment body, connecting steel bars are arranged between the pile foundation and the steel bar frame, one side of the top of the fixed embankment body is provided with a waterproof vertical stone, a river-facing vertical stone is arranged on one side of the water-proof vertical stone, a water baffle is arranged on the top of the river-facing vertical stone, and a water blocking cone is arranged on one side of the scour protection dyke body, and a water outlet is arranged at the bottom of the river-facing vertical stone.
By adopting the technical scheme, the water baffle is arranged at the top of the river-facing vertical stone, so that the defect that water can overflow the river-facing vertical stone and the water-resisting vertical stone when the water level is high and the water wave is large is avoided; the water blocking cone is a cone and is uniformly distributed on the surface of the hardened layer, and water striking the water blocking cone can disperse water power to the side face of the protruding conical block to avoid impact force of water on the river bank and reduce damage to the river bank.
Preferably, the fixed dykes and the scour prevention dykes are integrally formed and tightly connected.
By adopting the technical scheme, the river bank structure is more compact.
Preferably, the top of the pile foundation is embedded into a fixed embankment body, the bottom of the pile foundation is embedded into the ground, and the number of the pile foundations is a plurality of and the pile foundations are uniformly distributed.
By adopting the technical scheme, the river bank is more stable.
Preferably, the number of the reinforcing convex columns is several, and the reinforcing convex columns are uniformly distributed at the bottom of the contact part of the pile foundation and the fixed embankment body and are fixed by reinforced concrete.
By adopting the technical scheme, the pile foundation reinforces the river levee main body again.
Preferably, the water-resisting layer is made of polyvinyl chloride waterproof materials, the water-resisting layer is divided by a plurality of positioning columns which are evenly distributed, the top ends of the positioning columns are fixedly connected with the hardened layer, and the bottom ends of the positioning columns are fixedly connected with the fixed dike body and the scour prevention dike body.
By adopting the technical scheme, the damage to the interior of the river bank caused by underwater seepage is avoided.
Preferably, the steel bar frame is embedded in the anti-impact dike body and is fixedly connected with the pile foundation through connecting steel bars.
By adopting the technical scheme, the strength of the river bank is increased.
Preferably, the bottom of the water-resisting vertical stone and the bottom of the river-facing vertical stone are fixedly connected with the fixed dike body, a plurality of water outlets are uniformly formed in the bottom of the river-facing vertical stone, the water-resisting cone is a plane with the gradient of fifteen degrees, and the river-facing vertical stone is a cone and is uniformly distributed on the surface of the hardened layer.
By adopting the technical scheme, the waterproof performance of the river levee is improved, and the acting force of water on the river levee is reduced.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the water baffle is arranged at the top of the river-facing vertical stone, so that the defect that water can overflow the river-facing vertical stone and the water-resisting vertical stone when the water level is high and the water wave is large is avoided;
2. the river bank damage caused by the fact that impact force of water on the river bank is large is avoided by the fact that the waterside vertical stones are cones and are uniformly distributed on the surface of the hardened layer.
Drawings
Fig. 1 is a schematic structural diagram of the whole of the application example.
Fig. 2 is a partial side view of an embodiment of the present invention.
Description of reference numerals: 1. fixing the dike body; 2. an impact-proof dike body; 3. pile foundations; 4. a reinforcing convex column; 5. reinforcing the concrete; 6. a water barrier layer; 7. a positioning column; 8. a hardened layer; 9. a steel bar frame; 10. connecting reinforcing steel bars; 11. water-resisting vertical stones; 12. setting stones on the river; 13. a water baffle; 14. a water blocking cone; 15. an inclined layer; 16. and a water outlet.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses along river prevention of seepage reinforced structure. Referring to fig. 1, an anti-seepage reinforcing structure along a river comprises a fixed embankment body 1, an anti-scour embankment body 2 is arranged on one side of the fixed embankment body 1, a pile foundation 3 is arranged at the bottom of the fixed embankment body 1, a reinforcing convex column 4 is arranged at the bottom of the outer wall of the pile foundation 3, reinforcing concrete 5 is arranged at the gap between the reinforcing convex column 4 and the fixed embankment body 1, the inside water barrier 6 that all is provided with of scour protection dyke body 2, the inside reference column 7 that is provided with of water barrier 6, 6 outsides on water barrier are provided with sclerosis layer 8, scour protection dyke body 2 is inside to be provided with steel reinforcement frame 9, be provided with connecting reinforcement 10 between pile foundation 3 and the steel reinforcement frame 9, one side at 1 top of fixed dyke body is provided with water-proof upright stone 11, water-proof upright stone 11 one side is provided with near-river upright stone 12, near-river upright stone 12 top is provided with breakwater 13, scour protection dyke body 2 one side is provided with water-blocking cone 15, near-river upright stone 12 bottom is provided with outlet 16.
The fixed dike body 1 and the scour prevention dike body 2 are formed in an integrated mode and are tightly connected, so that the river bank structure is tighter; the top of the pile foundation 3 is embedded into the fixed dike body 1, the bottom of the pile foundation 3 is embedded into the ground, and the pile foundations 3 are uniformly distributed, so that the river levee is more stable; the number of the reinforcing convex columns 4 is a plurality, the reinforcing convex columns 4 are uniformly distributed at the bottom of the contact part of the pile foundation 3 and the fixed embankment body 1 and are fixed through reinforcing concrete 5, so that the pile foundation 3 reinforces the river levee body again; the water-resisting layer 6 is made of polyvinyl chloride waterproof materials, the water-resisting layer 6 is divided by a plurality of positioning columns 7 which are uniformly distributed, the top ends of the positioning columns 7 are fixedly connected with the hardened layer 8, and the bottom ends of the positioning columns 7 are fixedly connected with the fixed embankment body 1 and the scour prevention embankment body 2, so that the damage to the interior of the river bank caused by underwater seepage is avoided; the steel bar frame 9 is embedded in the anti-impact dike body 2, and the steel bar frame 9 is fixedly connected with the pile foundation 3 through the connecting steel bars 10, so that the strength of the river levee is increased; the bottom of the water-resisting vertical stone 11 and the bottom of the riverside vertical stone 12 are fixedly connected with the fixed dike body 1, a plurality of water outlets 16 are uniformly formed in the bottom of the riverside vertical stone 12, the water-resisting cone 15 is a plane with the gradient of fifteen degrees, and the riverside vertical stone 12 is a cone and is uniformly distributed on the surface of the hardened layer 8, so that the waterproof performance of the river levee is improved, and the acting force of water on the river levee is reduced.
The implementation principle of the river-following anti-seepage reinforcing structure in the embodiment of the application is as follows: by adopting the technical scheme, the water baffle 13 is arranged at the top of the river-facing vertical stone 12, so that the defects that water can overflow the river-facing vertical stone and the water-resisting vertical stone when the water level is high and the water wave is large are avoided; by the water blocking cone 14 being a cone and uniformly distributed on the surface of the hardened layer 8, water striking the water blocking cone 14 can disperse water power to the side surface of the protruding cone block to avoid impact force of water on the river bank and reduce damage of the river bank.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. An along river seepage prevention reinforced structure, includes fixed dyke (1), its characterized in that: a scour protection dike body (2) is arranged on one side of the fixed dike body (1), a pile foundation (3) is arranged at the bottom of the fixed dike body (1), a reinforcing convex column (4) is arranged at the bottom of the outer wall of the pile foundation (3), reinforced concrete (5) is arranged at a gap between the reinforcing convex column (4) and the fixed dike body (1), water-resisting layers (6) are arranged inside the fixed dike body (1) and the scour protection dike body (2), positioning columns (7) are arranged inside the water-resisting layers (6), hardened layers (8) are arranged outside the water-resisting layers (6), a steel bar frame (9) is arranged inside the scour protection dike body (2), connecting steel bars (10) are arranged between the pile foundation (3) and the steel bar frame (9), a water-resisting vertical stone (11) is arranged on one side of the top of the fixed dike body (1), and a river-facing vertical stone (12) is arranged on one side of the water-resisting vertical stone (11), a water baffle (13) is arranged at the top of the river-facing vertical stone (12), a water blocking cone (15) is arranged on one side of the scour-prevention embankment body (2), and a water outlet (16) is arranged at the bottom of the river-facing vertical stone (12).
2. A seepage-proofing reinforcing structure along a river according to claim 1, characterized in that: the fixed dyke body (1) and the scour prevention dyke body (2) are formed in an integrated mode and are tightly connected.
3. A seepage-proofing reinforcing structure along a river according to claim 1, characterized in that: the pile foundation is characterized in that the top of the pile foundation (3) is embedded into the fixed dike body (1), the bottom of the pile foundation (3) is embedded into the ground, and the pile foundations (3) are uniformly distributed.
4. A seepage-proofing reinforcing structure along a river according to claim 1, characterized in that: the number of the reinforcing convex columns (4) is a plurality, and the reinforcing convex columns (4) are uniformly distributed at the bottom of the contact part of the pile foundation (3) and the fixed embankment body (1) and are fixed through reinforced concrete (5).
5. A seepage-proofing reinforcing structure along a river according to claim 1, characterized in that: the waterproof layer (6) is made of polyvinyl chloride waterproof materials, the waterproof layer (6) is divided by a plurality of positioning columns (7) which are evenly distributed, the top ends of the positioning columns (7) are fixedly connected with the hardened layer (8), and the bottom ends of the positioning columns (7) are fixedly connected with the fixed embankment body (1) and the scour prevention embankment body (2).
6. A seepage-proofing reinforcing structure along a river according to claim 1, characterized in that: the steel bar frame (9) is embedded in the anti-impact dike body (2), and the steel bar frame (9) is fixedly connected with the pile foundation (3) through connecting steel bars (10).
7. A seepage-proofing reinforcing structure along a river according to claim 1, characterized in that: the river-resisting vertical stone dam is characterized in that the bottoms of the water-resisting vertical stone (11) and the river-facing vertical stone (12) are fixedly connected with the fixed dike body (1), a plurality of water outlets (16) are uniformly formed in the bottom of the river-facing vertical stone (12), the water-resisting cone (15) is a plane with the gradient of fifteen degrees, and the river-facing vertical stone (12) is a cone and is uniformly distributed on the surface of the hardened layer (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120478275.1U CN214530490U (en) | 2021-03-05 | 2021-03-05 | Along river prevention of seepage reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120478275.1U CN214530490U (en) | 2021-03-05 | 2021-03-05 | Along river prevention of seepage reinforced structure |
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| Publication Number | Publication Date |
|---|---|
| CN214530490U true CN214530490U (en) | 2021-10-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120478275.1U Active CN214530490U (en) | 2021-03-05 | 2021-03-05 | Along river prevention of seepage reinforced structure |
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| CN (1) | CN214530490U (en) |
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2021
- 2021-03-05 CN CN202120478275.1U patent/CN214530490U/en active Active
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