CN219908765U - Embankment reinforced structure - Google Patents
Embankment reinforced structure Download PDFInfo
- Publication number
- CN219908765U CN219908765U CN202320993157.3U CN202320993157U CN219908765U CN 219908765 U CN219908765 U CN 219908765U CN 202320993157 U CN202320993157 U CN 202320993157U CN 219908765 U CN219908765 U CN 219908765U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- main body
- wall main
- reinforced wall
- reinforcement
- 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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- 239000004575 stone Substances 0.000 claims abstract description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 105
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 17
- 230000002787 reinforcement Effects 0.000 abstract description 12
- 230000002265 prevention Effects 0.000 abstract description 3
- 230000000149 penetrating effect Effects 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
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 a embankment reinforcement structure, which comprises a reinforcement wall main body, a reinforcement block, a reinforcement column, a stone retaining wall and a pavement structure, wherein the reinforcement block is arranged at the bottom of the reinforcement wall main body, the reinforcement column is arranged in the reinforcement block in a penetrating manner, the Dan Dangqiang is arranged in the reinforcement wall main body, and the pavement structure is horizontal to the upper surface of the reinforcement wall main body; reinforcing steel bar meshes are further arranged in the reinforced wall main body, and waterproof rails are arranged at the top of the reinforced wall main body. The utility model has the parts above water and under water, the under water part mainly plays the roles of supporting and fixing, the above water part plays the roles of flood prevention and water flow restriction, the protection capability is strong, and the service life is long.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering construction protection, in particular to a embankment reinforcing structure.
Background
The embankment is a water retaining project for preventing and controlling river water from overflowing, the traditional embankment reinforcement is to lay soil sand bags or stones or arrange wooden piles on the inclined plane of the embankment, the measures are not problematic in the river water stabilization period, but once the river water is in flood season, the river water is swelled, the laid things can be directly washed away by the acceleration of water flow, and the flood prevention reinforcement effect cannot be achieved.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a embankment reinforcing structure with strong protection capability and long service life.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model provides a dyke reinforced structure, includes reinforced wall main part, boss, spliced pole, stone barricade and road surface structure, the boss sets up the bottom of reinforced wall main part the boss is interior to run through and to set up the spliced pole, dan Dangqiang sets up survey in the reinforced wall main part, road surface structure with the upper surface level of reinforced wall main part; reinforcing steel bar meshes are further arranged in the reinforced wall main body, and waterproof rails are arranged at the top of the reinforced wall main body.
Further, the at least one side of the reinforced wall main body is an inclined plane, the inclined plane faces the river channel, the reinforced wall main body is a C25 concrete reinforced wall, the reinforcing block is a C30 concrete reinforcing block, the reinforcing column penetrates through the reinforcing block and then is inserted into the ground, the reinforcing mesh is composed of a plurality of reinforcing bars, and the reinforcing bars are arranged at uniform intervals.
Further, at least a portion of the Dan Dangqiang is positioned below the reinforced wall body, and the Dan Dangqiang is for supporting the reinforced wall body.
Further, the road surface structure is ground, rubble bed course, C25 concrete layer from bottom to top in proper order, still be equipped with first strengthening rib in the road surface structure, first strengthening rib buries in C25 concrete layer, and in at least a portion stretches into the reinforcing wall main part.
Further, the thickness of the crushed stone cushion layer is 10 cm, and the thickness of the C25 concrete layer is 20 cm.
Further, a second reinforcing rib is further arranged between the reinforced wall body and the reinforcing block, and two ends of the second reinforcing rib are respectively inserted into the reinforced wall body and the reinforcing block.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model relates to a embankment reinforcing structure, which is provided with a water part reinforcing wall main body and an underwater part reinforcing block, wherein the reinforcing block is built on a foundation of a river bank and is used for installing the reinforcing wall main body, the water part plays roles of flood prevention and water flow restriction, and a reinforcing column penetrates through the reinforcing block and is inserted into the foundation, so that the reinforcing block cannot generate displacement under the impact of river water, and a reinforcing steel bar net is embedded in the reinforcing wall main body, thereby improving the strength of the reinforcing wall main body, improving the tensile strength of the reinforcing wall main body, being difficult to crack under the impact of river water, simultaneously providing supporting force for the reinforcing wall main body by a stone retaining wall on the side surface of the reinforcing wall main body, effectively resisting the impact of river water on the embankment in the flood period, and prolonging the service life of the embankment.
Drawings
FIG. 1 is a cross-sectional view of an embodiment of the present utility model.
In the figure: 1. reinforcing the wall body; 11. a reinforcing mesh; 12. reinforcing steel bars; 2. a reinforcing block; 21. a reinforcing column; 22. a second reinforcing rib; 3. dan Dangqiang; 4. a pavement structure; 41. a gravel cushion layer; 42. a C25 concrete layer; 4. a first reinforcing rib; 5. waterproof railing; 6. river course.
Detailed Description
The utility model is further described below with reference to the accompanying drawings.
According to the utility model, as shown in fig. 1, the embankment reinforcing structure comprises a reinforcing wall main body 1, wherein a reinforcing block 2 is arranged at the bottom of the reinforcing wall main body 1, a reinforcing column 21 is arranged in a penetrating manner through the reinforcing block 2, a stone retaining wall 3 is further arranged on one side of the reinforcing wall main body 1, a reinforcing mesh 11 is further arranged in the reinforcing wall main body 1, a waterproof railing 5 is arranged at the top of the reinforcing wall main body 1, the reinforcing structure further comprises a pavement structure 4, and the pavement structure 4 is horizontal with the upper surface of the reinforcing wall main body 1.
At least one surface of the reinforced wall body 1 is an inclined surface, the inclined surface faces the river channel 6, the reinforced wall body 1 is a C25 concrete reinforced wall, the reinforcing block 2 is a C30 concrete reinforcing block, the reinforcing column 21 penetrates through the reinforcing block 2 and then is inserted into the ground, the reinforcing mesh 11 is composed of a plurality of reinforcing bars 12, and the reinforcing bars 12 are uniformly arranged at intervals.
At least a portion of the stone retaining wall 3 is located below the reinforcing wall body 1, and the stone retaining wall 3 is used for supporting the reinforcing wall body 1.
The road surface structure 4 is ground, rubble bed course 41, C25 concrete layer 42 from bottom to top in proper order, still is equipped with first strengthening rib 4 in the road surface structure 4, and first strengthening rib 4 buries in C25 concrete layer 42, and in at least a portion stretches into the reinforcing wall main part 1, still is equipped with second strengthening rib 22 between reinforcing wall body and the reinforcing block 2, in reinforcing wall body and the reinforcing block 2 are inserted respectively to the both ends of second strengthening rib 22.
The thickness of the gravel bed 41 was 10 cm and the thickness of the C25 concrete layer 42 was 20 cm.
The construction process of the utility model is as follows: firstly, a pit for accommodating a reinforcing structure is dug on one side of a embankment facing a river channel 6, a reinforcing column 21 is inserted into a foundation of the river channel at a position close to the river channel 6, the depth of the reinforcing column 21 inserted into the foundation is at least 80 cm, a reinforcing block 2 is built by using C30 concrete, a second reinforcing rib 22 is buried in the reinforcing block 2 in the pouring process, the upper half part of the second reinforcing rib 22 is exposed out of the reinforcing block 2, secondly, stone retaining walls 3 are built on the side surfaces of the reinforcing block 2, finally, a reinforcing wall main body 1 is poured by adopting C25 concrete, a plurality of reinforcing bars 12 are buried at positions close to the surface of the reinforcing wall main body 1 to form a reinforcing mesh 11, the strength of the reinforcing wall main body 1 is improved, a road surface is paved on the embankment, first reinforcing ribs 4 connected with the reinforcing wall main body 1 are buried in the road surface, the strength of the reinforcing wall main body 1 is further improved, and the reinforcing wall main body 1 is sequentially built along the embankment, and the reinforcing of the embankment is completed.
Claims (8)
1. A embankment reinforced structure, characterized in that: comprises a reinforced wall main body, reinforcing blocks, reinforcing columns, stone retaining walls and a pavement structure, wherein the reinforcing blocks are arranged at the bottom of the reinforced wall main body, the reinforcing columns penetrate through the reinforcing blocks, dan Dangqiang are arranged on the inner side of the reinforcing wall body, and the pavement structure is horizontal to the upper surface of the reinforcing wall body; reinforcing steel bar meshes are further arranged in the reinforced wall main body, and waterproof rails are arranged at the top of the reinforced wall main body.
2. A bank reinforcing structure according to claim 1, wherein: at least one surface of the reinforced wall body is an inclined surface, and the inclined surface faces the river channel.
3. A bank reinforcing structure according to claim 1, wherein: the reinforced wall body is a C25 concrete reinforced wall, and the reinforcing blocks are C30 concrete reinforcing blocks.
4. A bank reinforcing structure according to claim 1, wherein: the reinforcing mesh consists of a plurality of reinforcing bars, and the reinforcing bars are uniformly arranged at intervals.
5. A bank reinforcing structure according to claim 1, wherein: at least a portion of the Dan Dangqiang is positioned below the reinforced wall body and the Dan Dangqiang is for supporting the reinforced wall body.
6. A bank reinforcing structure according to claim 1, wherein: the pavement structure is characterized in that the pavement structure sequentially comprises a foundation, a broken stone cushion layer and a C25 concrete layer from bottom to top, a first reinforcing rib is further arranged in the pavement structure, the first reinforcing rib is buried in the C25 concrete layer, and at least one part of the first reinforcing rib stretches into the reinforcing wall main body.
7. A bank reinforcing structure according to claim 6, wherein: the thickness of the macadam cushion layer is 10 cm, and the thickness of the C25 concrete layer is 20 cm.
8. A bank reinforcing structure according to claim 6, wherein: and a second reinforcing rib is further arranged between the reinforced wall body and the reinforcing block, and two ends of the second reinforcing rib are respectively inserted into the reinforced wall body and the reinforcing block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320993157.3U CN219908765U (en) | 2023-04-27 | 2023-04-27 | Embankment reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320993157.3U CN219908765U (en) | 2023-04-27 | 2023-04-27 | Embankment reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219908765U true CN219908765U (en) | 2023-10-27 |
Family
ID=88429516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320993157.3U Active CN219908765U (en) | 2023-04-27 | 2023-04-27 | Embankment reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219908765U (en) |
-
2023
- 2023-04-27 CN CN202320993157.3U patent/CN219908765U/en active Active
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| GR01 | Patent grant | ||
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