CN217399526U - Load-reducing ecological bank protection structure for reinforcing river and lake dikes - Google Patents
Load-reducing ecological bank protection structure for reinforcing river and lake dikes Download PDFInfo
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- CN217399526U CN217399526U CN202220025755.7U CN202220025755U CN217399526U CN 217399526 U CN217399526 U CN 217399526U CN 202220025755 U CN202220025755 U CN 202220025755U CN 217399526 U CN217399526 U CN 217399526U
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- embankment
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- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The utility model discloses a be used for reinforced (rfd) ecological bank protection structure of carrying of river and lake dyke, the bank protection structure sets up the one side of keeping away from the river course at original bank protection, and the bank protection structure includes: the ecological embankment protection structure for reinforcing the river and lake embankments has the advantages that the original embankment protection is arranged on one side, far away from a river channel, of the original embankment protection, reinforcing piles are arranged below the heightened embankment protection and are arranged inside filled soil behind a wall, roads are arranged above the heightened embankment protection, and the load reduction ecological embankment protection structure for reinforcing the river and lake embankments is formed by heightening and thickening the embankment protection and reducing the load behind the wall.
Description
Technical Field
The utility model belongs to the technical field of river and lake dyke consolidates, more specifically relates to an ecological shore protection structure of deloading for river and lake dyke is reinforced (rfd).
Background
The town bank section is usually an upright bank protection bank, the bank protection can be kept and utilized when the bank is reinforced, but the reinforced structure does not influence the stability of the bank protection, and the arrangement is compact as much as possible so as to save the occupied land. Meanwhile, in order to adapt to water conservancy modernization construction and urban construction development, the urban embankment reinforcement comprehensively considers construction of coastal green corridor footpaths.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the not enough that exists among the prior art, a an it is used for the reinforced ecological shore protection structure of deloading of river lake dyke to provide one kind, this be used for the reinforced ecological shore protection structure of deloading of river lake dyke, it carries with earth behind thick and the wall to increase through embankment, form safe and reliable's dyke structure, overall structure arranges compactly, effectively practice thrift the soil, combine to build the green corridor footpath of coast simultaneously, it is hydrophilic sightseeing respond well, both remain and utilize the shore protection, practice thrift the fund, energy saving and emission reduction, avoid the heavy excavation again, construction influences such as hammering vibrations, adapt to the urban construction.
In order to achieve the above object, the utility model provides a be used for reinforced (rfd) ecological bank protection structure of deloading of river lake dyke, include:
the heightening embankment is arranged on one side, far away from the river channel, of the original revetment;
the reinforcing piles are arranged in the filled soil behind the wall and are positioned below the heightened embankment;
and the road is arranged above the rear filling of the wall.
Optionally, the reinforcing piles are multiple, the plurality of reinforcing piles are arranged in a clearance mode, and the interval between the reinforcing piles and the original revetment is not smaller than 100 cm.
Optionally, the upper surface of the rear wall filling is flush with the upper surface of the revetment, a raised embankment is arranged on the upper side of the rear wall filling, and the road is arranged on the raised embankment.
Optionally, a first gentle slope and a second gentle slope are respectively disposed on two sides of the heightened embankment.
Optionally, a buffer platform is arranged on one side of the heightened embankment close to the original revetment, and two sides of the buffer platform are respectively connected with the upper end of the original revetment and the lower end of the first gentle slope.
Optionally, one end of the second gentle slope is connected with the existing ground.
Optionally, greening layers are arranged on the first gentle slope and the second gentle slope, the heightening embankment is a soil embankment, and the reinforcing piles are cement soil reinforcing piles.
The utility model provides a be used for reinforced (rfd) ecological bank protection structure of carrying of river lake dyke, its beneficial effect lies in:
this be used for ecological embankment structure of deloading of river lake dyke reinforced, through embankment increase build thickness and wall after deloading, form safe and reliable's embankment structure, overall structure arranges compactly, effectively practices thrift the soil, combines to build the green corridor pavement along the bank simultaneously, and hydrophilic viewing is respond well, has both remain and has utilized the shore protection, practices thrift fund, energy saving and emission reduction, avoids construction influences such as heavy excavation, hammering vibrations again, adapts to the urban construction.
Other features and advantages of the present invention will be described in detail in the detailed description which follows.
Drawings
The above and other objects, features and advantages of the present invention will become more apparent by describing in more detail exemplary embodiments thereof with reference to the attached drawings, in which like reference numerals generally represent like parts throughout the exemplary embodiments of the present invention.
Fig. 1 shows a schematic structural diagram of a load-shedding ecological bank protection structure for reinforcing river and lake dikes according to an embodiment of the present invention.
Description of reference numerals:
1. filling soil behind the wall; 2. original bank protection; 3. a road; 4. a first gentle slope; 5. a second gentle slope; 6. a buffer platform; 7. reinforcing piles; 8. heightening the dikes.
Detailed Description
Preferred embodiments of the present invention will be described in more detail below. While the following describes preferred embodiments of the present invention, it should be understood that the present invention 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 invention to those skilled in the art.
Fig. 1 shows a front view of an offloading ecological bank protection structure for river and lake embankment reinforcement according to one embodiment of the present invention.
As shown in fig. 1, a load-shedding ecological bank protection structure for reinforcing river and lake embankments, the bank protection structure is arranged on one side of the original bank protection far away from the river channel, and the bank protection structure comprises:
the heightening embankment 8 is arranged on one side of the original revetment 2, which is far away from the river channel;
the reinforcing piles 7 are arranged in the rear filling soil 1 of the wall and below the heightened dike 8;
the road 3 is arranged above the heightened embankment 8.
Specifically, build heightening dike 8 behind original revetment 2, heighten and thicken to flood control elevation, heighten dike 8 should be compactly arranged in front, and carry out cement soil reinforcement treatment through reinforcing pile 7, improve soil shear strength, pile body of reinforcing pile 7 passes through original revetment 2 soil pressure fracture surface and integral stable circular arc sliding surface, offset load increase of original revetment 2 retaining wall and integral slope stability by bottom plate heightening, and set slow walking path on the top of dike to form city green corridor footpath,
in this embodiment, the number of the reinforcing piles 7 is plural, the plurality of reinforcing piles 7 are arranged at intervals, and the interval between the reinforcing piles 7 and the original revetment 2 is not less than 100 cm.
In this embodiment, the upper surface of the rear wall filler 1 is flush with the upper surface of the original revetment 2, the heightening bank 8 is provided above the rear wall filler 1, and the road 3 is provided above the heightening bank 8.
In the present embodiment, both sides of the heightened dike 8 are provided with the first gentle slope 4 and the second gentle slope 5, respectively.
Specifically, the road 3 is reinforced by the first gentle slope 4 and the second gentle slope 5.
In this embodiment, a buffer platform 6 is disposed on one side of the heightening embankment 8 close to the original revetment 2, and two sides of the buffer platform 6 are respectively connected with the upper end of the original revetment 2 and the lower end of the first gentle slope 4.
Specifically, reinforcing pile 7 is handled, increases 8 reliable preceding arrangements of dyke and does not influence original shore protection 2 stably, only needs to keep setting up less buffer platform 6, and the structural arrangement is compact, practices thrift the soil.
Furthermore, the buffer platform 6, the first gentle slope 4 and the second gentle slope 5 are greened, the buffer platform 6 is arranged between the heightened embankment 8 and the original revetment 2, and a hedgerow isolation belt is planted, so that the passing safety of an embankment top is ensured.
In this embodiment, one end of the second gentle slope 5 is connected to the existing ground.
Specifically, the existing ground of the back filling 1 of the wall is flush with the upper end of the original revetment 2.
In this embodiment, greening layers are provided on the first gentle slope 4 and the second gentle slope 5, the heightening embankment 8 is a soil embankment, and the reinforcing piles 7 are soil cement reinforcing piles.
A construction method of a load-reducing ecological bank protection structure for reinforcing river and lake dikes comprises the following steps:
filling soil after filling a wall on one side of the original revetment, which is far away from the river channel;
constructing reinforcing piles in the filled soil behind the wall;
building a heightened dike behind the filler wall;
and constructing a road above the heightened embankment.
When the embodiment is used for a load-reducing ecological bank protection structure for reinforcing river and lake embankments, taking the condition that the quality of the embankment is good and the bank protection is kept in use as an example, firstly, cement soil reinforcing piles 7 are constructed in the filled soil 1 behind the wall on one side, far away from a river, of the original bank protection 2, then, heightened embankment 8 is constructed, then, a road 3 is constructed at the upper end of the bank, then, a first gentle slope 4 and a second gentle slope 5 are constructed on two sides of the road 3, a buffer platform 6 is trimmed and greening is carried out, the load reduction is carried out through the cement soil reinforcing piles 7 behind the wall, the stability of the original bank protection 2 is ensured, the original bank protection 2 is kept in use, the fund and the emission reduction are facilitated, the embankment of a new embankment is combined with the construction of a green corridor footpath on the coast, compared with a flood wall heightening type, the hydrophilic landscape effect is softer and more ecological, the construction influence of large excavation, the hammering vibration of reinforced concrete piles and the like are avoided during the construction, the interference of construction to the life of surrounding residents is reduced, and the construction method is suitable for urban construction.
While various embodiments of the present invention have been described above, the above description is intended to be illustrative, not exhaustive, and not limited to the disclosed embodiments. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the described embodiments.
Claims (7)
1. An offloading ecological bank protection structure for river and lake embankment reinforcement, characterized in that, the bank protection structure is arranged on one side of the original bank protection far from the river channel, the bank protection structure includes:
the heightening embankment is arranged on one side, far away from the river channel, of the original revetment;
the reinforcing piles are arranged in the filled soil behind the wall and are positioned below the heightened embankment;
a roadway disposed above the raised embankment.
2. A load-shedding ecological bank protection structure for river and lake embankment reinforcement according to claim 1, wherein the reinforcing piles are provided in plurality, a plurality of the reinforcing piles are arranged at intervals, and the interval between the reinforcing piles and the original bank protection is not less than 100 cm.
3. A load-shedding ecological bank protection structure for river and lake embankment reinforcement according to claim 1, wherein an upper surface of the wall backfill is flush with an upper surface of the bank protection, a raised embankment is provided on an upper side of the wall backfill, and the road is provided on an upper side of the raised embankment.
4. A load-shedding ecological bank protection structure for river and lake embankment reinforcement according to claim 3, wherein both sides of the raised embankment are respectively provided with a first gentle slope and a second gentle slope.
5. A load-shedding ecological bank protection structure for river and lake embankment reinforcement according to claim 4, wherein a buffer platform is provided at one side of the raised embankment close to the original bank protection, and both sides of the buffer platform are respectively connected with the upper end of the original bank protection and the lower end of the first gentle slope.
6. A load-shedding ecological bank protection structure for river and lake embankment reinforcement according to claim 4, wherein one end of the second gentle slope is connected with the existing ground.
7. A load-shedding ecological bank protection structure for river and lake embankment reinforcement according to claim 4, wherein greening layers are arranged on the first gentle slope and the second gentle slope, the heightened embankment is an earth embankment, and the reinforcing piles are cement soil reinforcing piles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220025755.7U CN217399526U (en) | 2022-01-05 | 2022-01-05 | Load-reducing ecological bank protection structure for reinforcing river and lake dikes |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220025755.7U CN217399526U (en) | 2022-01-05 | 2022-01-05 | Load-reducing ecological bank protection structure for reinforcing river and lake dikes |
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| CN217399526U true CN217399526U (en) | 2022-09-09 |
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| CN202220025755.7U Active CN217399526U (en) | 2022-01-05 | 2022-01-05 | Load-reducing ecological bank protection structure for reinforcing river and lake dikes |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197396A (en) * | 2022-01-05 | 2022-03-18 | 江苏省太湖水利规划设计研究院有限公司 | Load-reducing ecological bank protection structure for reinforcing river and lake dikes and construction method |
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2022
- 2022-01-05 CN CN202220025755.7U patent/CN217399526U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197396A (en) * | 2022-01-05 | 2022-03-18 | 江苏省太湖水利规划设计研究院有限公司 | Load-reducing ecological bank protection structure for reinforcing river and lake dikes and construction method |
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