CN219930857U - Pile type revetment structure and river bank - Google Patents
Pile type revetment structure and river bank Download PDFInfo
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- CN219930857U CN219930857U CN202321312456.2U CN202321312456U CN219930857U CN 219930857 U CN219930857 U CN 219930857U CN 202321312456 U CN202321312456 U CN 202321312456U CN 219930857 U CN219930857 U CN 219930857U
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- pile
- revetment structure
- type revetment
- pile type
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- 239000002689 soil Substances 0.000 claims abstract description 23
- 238000003756 stirring Methods 0.000 claims abstract description 12
- 239000011150 reinforced concrete Substances 0.000 claims description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009412 basement excavation Methods 0.000 abstract description 4
- 239000004568 cement Substances 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 4
- 238000011144 upstream manufacturing Methods 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 230000002035 prolonged effect Effects 0.000 description 2
- 230000004083 survival effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Abstract
The utility model discloses a pile type revetment structure and a river bank, wherein the pile type revetment structure comprises: the pile type shore protection structure ensures the shore protection stability through the staggered arrangement of the filling piles and the stirring piles, avoids large excavation, effectively saves intensive land resources, does not need to set a temporary cofferdam during construction, can greatly reduce construction measure cost, simultaneously seals soil bodies by cement soil stirring piles, prolongs seepage paths, and sets up an ecological bin for greening to beautify coastal sceneries.
Description
Technical Field
The utility model belongs to the technical field of river bank protection, and particularly relates to a pile type bank protection structure and a river bank.
Background
Along with popularization of the development concept of green low carbon in China, various ecological revetments are increasingly adopted in river management engineering, but pile type revetments such as filling piles are usually used as main parts in factory town areas to avoid large excavation, so that the ecological performance is poor, and the new water management concept of green low carbon is difficult to meet.
Disclosure of Invention
The utility model aims at overcoming the defects in the prior art, provides a pile type revetment structure, and solves the problems that the existing pile type revetment such as a filling pile is mainly poor in ecology and cannot meet the new water control concept of green low carbon.
In order to achieve the above object, the present utility model provides a pile type revetment structure comprising:
the cast-in-place piles are arranged at one side of the river bank at intervals;
the stirring piles are respectively arranged between the adjacent filling piles;
the cap beam is arranged at the top ends of the filling pile and the stirring pile;
the ecological bin is arranged at the top end of the hat beam.
Optionally, the upstream surface of the pile type revetment structure is provided with a reinforced concrete veneer.
Optionally, the upper end of the reinforced concrete veneer is connected with the bottom end of the hat beam.
Optionally, the upper end of cap roof beam is provided with the caulking groove, ecological storehouse sets up in the caulking groove, the bottom of caulking groove is provided with the water and soil exchange channel of intercommunication river bank.
Optionally, the soil and water exchange channel comprises a PVC pipe disposed obliquely.
Optionally, the upper end of one side of the cap beam far away from the river channel is provided with a fence.
Optionally, the lower end of the reinforced concrete veneer is lower than the river bottom elevation.
Optionally, the upper end of the enclosure is not lower than the flood control elevation.
Optionally, the lower end of the caulking groove is not higher than the upper surface of the river bank.
The utility model also provides a river bank comprising:
according to the pile type shore protection structure, the pile type shore protection structure is arranged at least on one side of the river bank.
The utility model provides a pile type revetment structure, which has the beneficial effects that:
this stake formula shore protection structure is crisscross through bored concrete pile and stirring stake sets up to guarantee shore protection stability, avoids the heavy excavation, effectively practices thrift intensive land resource, need not to set up interim cofferdam during the construction, can significantly reduce construction measure cost, and the soil body is sealed to the cement soil stirring stake simultaneously, prolongs the oozes the footpath, and the cap roof beam sets up ecological storehouse and afforests, beautifies coastal scenery.
Additional features and advantages of the utility model will be set forth in the detailed description which follows.
Drawings
The foregoing and other objects, features and advantages of the utility model will be apparent from the following more particular descriptions of exemplary embodiments of the utility model as illustrated in the accompanying drawings wherein like reference numbers generally represent like parts throughout the exemplary embodiments of the utility model.
Fig. 1 shows a schematic structural view of a pile type revetment structure according to an embodiment of the present utility model.
Reference numerals illustrate:
1. filling piles; 2. stirring piles; 3. a cap beam; 4. an ecological bin; 5. a water-soil exchange channel; 6. reinforced concrete veneering; 7. a surrounding baffle; 8. river course; 9. river bottom elevation; 10. flood control elevation.
Detailed Description
Preferred embodiments of the present utility model will be described in more detail below. While the preferred embodiments of the present utility model are described below, it should be understood that the present utility model may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the utility model to those skilled in the art.
As shown in fig. 1, a pile type revetment structure includes:
the cast-in-place piles 1 are arranged at one side of the river bank at intervals;
a plurality of mixing piles 2 respectively arranged between the adjacent filling piles 1;
the cap beam 3 is arranged at the top ends of the bored concrete pile 1 and the stirring pile 2;
the ecological bin 4 is arranged at the top end of the hat beam 3.
Specifically, the stability of shore protection is guaranteed through the staggered arrangement of the filling pile 1 and the stirring pile 2, meanwhile, the large excavation of the 1-type shore protection structure of the filling pile can be avoided, the intensive land resources are effectively saved, a temporary cofferdam is not required to be arranged during construction, the construction measure cost can be greatly reduced, meanwhile, the cement-soil stirring pile 2 seals soil bodies, the seepage diameter is prolonged, the ecological bin 4 is arranged on the capping beam 3 for greening, the coastal scenery is beautified, and the excessive light, the hardness and the crunchiness of the shore protection are avoided.
In this embodiment the upstream face of the pile revetment structure is provided with a reinforced concrete facing 6.
Specifically, the reinforced concrete faced 6 is used for beautifying the revetment and improving the impact resistance of the revetment on the upstream surface, the service life is prolonged, and the reinforced concrete faced 6 is vertically arranged.
In this embodiment, the upper end of the reinforced concrete veneer 6 is connected to the bottom end of the cap beam 3.
In the embodiment, the upper end of the cap beam 3 is provided with a caulking groove, the ecological bin 4 is arranged in the caulking groove, and the bottom of the caulking groove is provided with a water-soil exchange channel 5 communicated with a river bank.
Specifically, the stability of the ecological bin 4 is improved by arranging the ecological bin 4 through the caulking groove, the flowers suitable for seasons are convenient to replace regularly, and the greening survival rate is guaranteed through the water-soil exchange channel 5.
Further, the ecological bin 4 is a green planting box/groove, can be braided, and can accommodate nutrient water and soil and meet water and soil exchange requirements.
In this embodiment, the soil and water exchange channel 5 comprises a PVC pipe arranged obliquely.
Specifically, the water-soil exchange channel 5 is constructed by a PVC pipe.
In this embodiment, the upper end of the side of the cap beam 3 away from the river channel 8 is provided with a fence 7.
Specifically, the enclosure 7 is used for preventing personnel from falling into water and water level rising and overflowing in the flood season.
In this embodiment, the lower end of the reinforced concrete veneer 6 is lower than the river bottom elevation 9.
In this embodiment, the upper end of the enclosure 7 is not lower than the flood control elevation 10.
In this embodiment, the lower end of the caulking groove is not higher than the upper surface of the river bank.
Specifically, the depth of the caulking groove is reasonably set to meet the water-soil exchange requirement.
The utility model also provides a river bank comprising:
the pile type shore protection structure is at least arranged on one side of a river bank.
Specifically, the pile type shore protection structure is suitable for river use of limited river channel areas in urban areas or factory town areas, interference to the periphery in the construction process is reduced, and greening and beautifying requirements in towns are met.
When the pile type shore protection structure is used, taking the use of a shore protection area of a factory area or a town section which is close to a house or a structure as an example, firstly, a single-row reinforced concrete filling pile 1 is arranged along a shore line for shore protection, a cement-soil mixing pile 2 is arranged between the piles for sealing soil bodies and prolonging seepage paths, a reinforced concrete veneering 6 is arranged on an upstream surface to form an integral appearance, a longitudinal cap beam 3 is arranged at the top of the row pile, the cap beam 3 is provided with an ecological bin 4 through a caulking groove for greening planting grooves, and a water-soil exchange channel 5 is established between the bottom of the caulking groove and the soil body on the inner side through an obliquely buried PVC pipe, so that the greening survival rate is ensured. Through carrying out greening transformation at traditional bored concrete pile 1 shore protection top, promote the view ecological effect of shore protection, combine cap beam 3 to set up behind ecological storehouse 4 simultaneously and enclose and keep off 7 and be used for the breakwater to make flood control up to standard, practice thrift river course 8 permanent occupation of land. The construction mode adopts the mud dado bored concrete pile 1, need not to excavate on a large scale and backfill, reduces crowded soil and vibrations.
The foregoing description of embodiments of the utility model has been presented for purposes of illustration and description, and is not intended to be exhaustive or limited to the embodiments disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the various embodiments described.
Claims (10)
1. A pile type revetment structure, comprising:
the cast-in-place piles are arranged at one side of the river bank at intervals;
the stirring piles are respectively arranged between the adjacent filling piles;
the cap beam is arranged at the top ends of the filling pile and the stirring pile;
the ecological bin is arranged at the top end of the hat beam.
2. A pile type revetment structure according to claim 1, wherein the water facing surface of the pile type revetment structure is provided with a reinforced concrete facing.
3. A pile-type revetment structure according to claim 2, wherein the upper end of the reinforced concrete veneer is connected to the bottom end of the cap beam.
4. A pile type revetment structure according to claim 1, wherein the upper end of the cap beam is provided with a caulking groove, the ecological bin is arranged in the caulking groove, and a water-soil exchange channel communicated with a river bank is arranged at the bottom of the caulking groove.
5. A pile type revetment structure according to claim 4, wherein said water and soil exchange channels comprise inclined PVC pipes.
6. A pile-type revetment structure according to claim 1, wherein the cap beam is provided with a fence at an upper end of a side thereof remote from the river channel.
7. A pile-type revetment structure according to claim 3, wherein the lower end of the reinforced concrete veneer is lower than the river bottom elevation.
8. A pile-type revetment structure according to claim 6, wherein the upper end of the enclosure is not lower than the flood control elevation.
9. A pile type revetment structure according to claim 4, wherein the lower end of the caulking groove is not higher than the upper surface of the river bank.
10. A river bank, comprising:
a pile type revetment structure according to any of claims 1-9, said pile type revetment structure being arranged at least on one side of said river bank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321312456.2U CN219930857U (en) | 2023-05-26 | 2023-05-26 | Pile type revetment structure and river bank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321312456.2U CN219930857U (en) | 2023-05-26 | 2023-05-26 | Pile type revetment structure and river bank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219930857U true CN219930857U (en) | 2023-10-31 |
Family
ID=88485873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321312456.2U Active CN219930857U (en) | 2023-05-26 | 2023-05-26 | Pile type revetment structure and river bank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219930857U (en) |
-
2023
- 2023-05-26 CN CN202321312456.2U patent/CN219930857U/en active Active
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