CN217150063U - Novel desktop river lake dyke reinforced structure of viewing - Google Patents
Novel desktop river lake dyke reinforced structure of viewing Download PDFInfo
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- CN217150063U CN217150063U CN202220028387.1U CN202220028387U CN217150063U CN 217150063 U CN217150063 U CN 217150063U CN 202220028387 U CN202220028387 U CN 202220028387U CN 217150063 U CN217150063 U CN 217150063U
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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
Abstract
The utility model discloses a novel desk-top river lake dyke reinforced structure of viewing, reinforced structure set up the one side of keeping away from the river course at original shore protection, and reinforced structure includes: the flood control wall is arranged on one side of the original revetment, which is far away from a river channel, the lower end of the flood control wall is embedded in the ground below the top surface of the original revetment, and the upper end of the flood control wall is higher than the top surface of the original revetment; the cantilever platform is arranged on one side of the flood control wall close to the river channel; road, road setting are in the top of flood protection wall, and this reinforced structure is through combining the newly-built flood protection wall of original shore protection, does not increase original shore protection load, because of making the flood protection wall can lean on preceding arranging, overall structure is compact, practices thrift the soil and chooses the platform and lay the road through setting up at flood protection wall top, sees the view position next-door neighbour river course waters, and the hydrophilic view effect of seeing is outstanding.
Description
Technical Field
The utility model belongs to the technical field of river lake dyke consolidates, more specifically relates to a novel desk-top river lake dyke reinforced structure of viewing.
Background
And when the flood control standard of the constructed embankment project does not meet the requirement or potential safety hazards exist, heightening and reinforcing are required. The town bank section is usually an upright bank protection bank, the original bank protection can be kept and utilized when the bank is reinforced, but the stability of the original bank protection is not influenced by a reinforcing structure, 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 construction of a coastal footpath should be comprehensively considered for the reinforcement of the urban embankment.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the not enough that exists among the prior art, provide a novel watch desk-top river lake dyke reinforced structure of scene, this reinforced structure is through combining the newly-built flood wall of original shore protection, does not increase original shore protection load, arranges before can leaning on because of making the flood wall, and overall structure is compact, practices thrift the soil, through setting up at flood wall top and choosing the platform outward and laying the road, watches the scene position next-door neighbour river course waters, and the hydrophilic scene effect of watching is outstanding.
In order to achieve the above object, the utility model provides a novel desk-top river lake dyke reinforced structure of viewing, reinforced structure sets up the one side of keeping away from the river course at original bank protection, reinforced structure includes:
the flood control wall is arranged on one side, far away from the river channel, of the original revetment, the lower end of the flood control wall is buried in the ground below the top surface of the original revetment, and the upper end of the flood control wall is higher than the top surface of the original revetment;
the cantilever platform is arranged on one side of the flood control wall close to the river channel;
the road, the road setting is in the top of flood control wall.
Optionally, guardrails are arranged on both sides of the road.
Optionally, the flood control wall is a hollow box flood control wall, and a cavity is arranged inside the hollow box flood control wall.
Optionally, the flood control wall further comprises a bottom plate, wherein the bottom plate is arranged below the flood control wall, and the vertical projection of the flood control wall is positioned inside the bottom plate.
Optionally, the flood protection wall is a reinforced concrete hollow box flood protection wall.
Optionally, the bottom plate is a reinforced concrete bottom plate.
Optionally, still include excavation backfill foundation ditch, the flood protection wall is located in the excavation backfill foundation ditch, it is in the excavation backfill foundation ditch the periphery of the lower extreme of flood protection wall is filled with plain soil.
Optionally, the section of the excavated backfill foundation pit is trapezoidal, and one trapezoidal side is attached to the surface of one side, far away from the river channel, of the original revetment.
Optionally, the upper surface of the platform of encorbelmenting with the upper surface parallel and level of flood control wall, the road by the upper surface of flood control wall to the platform extension is encorbelmented outward, the platform of encorbelmenting is provided with near one side in the river course outward the guardrail.
Optionally, the concrete floor slab further comprises a cushion layer, the cushion layer is arranged below the bottom plate, the vertical projection of the bottom plate is located inside the cushion layer, and the cushion layer is a plain concrete cushion layer
The utility model provides a novel desk-top river lake dyke reinforced structure of viewing, its beneficial effect lies in:
1. this reinforced structure is through combining the newly-built flood wall of original shore protection, does not increase original shore protection load, because of making the flood wall can lean on preceding arranging, overall structure is compact, practices thrift the soil and chooses the platform and lay the road outward through setting up at the flood wall top, and the sight position is next to the river course waters, and hydrophilic sight effect is outstanding.
2. The structure does not increase the load of the original revetment, ensures the stability of the original revetment, keeps and utilizes the original revetment, saves the fund, and is also beneficial to energy conservation and emission reduction.
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 novel landscape table type river and lake embankment reinforcing structure according to an embodiment of the present invention.
Description of reference numerals:
1. a flood wall; 2. original bank protection; 3. a base plate; 4. a guardrail; 5. a road; 6. carrying out outward platform picking; 7. excavating a backfill foundation pit; 8. and (5) cushion coating.
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 construed as 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 schematic structural diagram of a novel landscape table type river and lake embankment reinforcing structure according to an embodiment of the present invention.
As shown in fig. 1, a novel desk-top river lake dyke reinforced structure of viewing, reinforced structure set up the one side of keeping away from the river course at original shore protection, and reinforced structure includes:
the flood protection wall 1 is arranged on one side, far away from a river channel, of an original revetment 2, the lower end of the flood protection wall 1 is embedded in the ground below the top surface of the original revetment 2, and the upper end of the flood protection wall 1 is higher than the top surface of the original revetment 2;
the cantilever platform 6 is arranged on one side, close to the river, of the flood control wall 1;
and the road 5 is arranged above the flood control wall 1.
Specifically, through newly-built flood wall 1 keep the stability of original dyke, improve the stability of original dyke under the condition that does not increase the load of original revetment 2 to 1 ground counter-force of flood wall is less, do not need the ground to handle, and the construction influence is less, reduces the interference of construction to peripheral resident's life, adapts to the urban construction, increases the sight through encorbelmenting platform 6 outward, conveniently walks to walk and vwatch through road 5.
Further, the intact condition of original shore protection quality of dyke, remain the utilization to original shore protection, newly-built reinforced concrete cavity flood wall to flood control elevation behind the wall, the cavity flood wall is close to preceding compact arrangement, arrange the bottom plate of flood control wall after the former ground is suitably dug deeply, make newly-built cavity flood control wall dead weight and original soil body dead weight equal, the newly-increased load, thereby the stability of original shore protection dyke has been kept, cavity flood control wall top meets the water side and sets up the platform of choosing outward, lay slow pavement, both sides set up safety barrier, form city riverside footpath.
In the present embodiment, guard rails 4 are provided on both sides of the road 5.
Specifically, the safety is improved through the guardrail 4, and accidental water falling of the surface is avoided.
In this embodiment, the flood control wall 1 is a hollow box flood control wall, and a cavity is arranged inside the hollow box flood control wall.
In this embodiment, the flood control wall further comprises a bottom plate 3, the bottom plate 3 is disposed below the flood control wall 1, and the vertical projection of the flood control wall 1 is located inside the bottom plate 3.
Specifically, make the dead weight of flood control wall 1 match with original soil body pressure through bottom plate 3, do not newly increase the load, arrange bottom plate 3 through suitably digging deeply, when keeping the stability of original bank protection 2 dykes, it is stable to utilize the 3 infiltration of bottom plate of broad to permeate, forms safe and reliable's dyke structure, and the while empty box flood control wall can lean on the front to arrange, compact structure practices thrift the soil.
Further, the middle part of the flood protection wall 1 is flush with the top of the original revetment 2.
In this embodiment, the flood wall 1 is a reinforced concrete hollow box flood wall.
In this embodiment, the bottom plate 3 is a reinforced concrete bottom plate.
In this embodiment, the method further comprises excavating and backfilling the foundation pit 7, wherein the flood protection wall 1 is located in the excavated and backfilled foundation pit 7, and plain soil is filled around the lower end of the flood protection wall 1 in the excavated and backfilled foundation pit 7.
Specifically, 7 plain soil backfilling of the excavated backfilling foundation pit is carried out, and the flood control wall 1 is buried and fixed through the excavated backfilling foundation pit 7, so that the stability is improved, and the ecological environment is adapted.
In this embodiment, the section of excavation backfill foundation ditch 7 is trapezoidal, and trapezoidal one side is kept away from the laminating of one side surface in river course with original shore protection 2.
Specifically, the original revetment 2 is attached, and gaps between the flood control wall 1 and the original revetment 2 are eliminated.
In this embodiment, the upper surface of the platform 6 of encorbelmenting outward and the upper surface parallel and level of flood control wall 1, road 5 is extended to the platform 6 of encorbelmenting outward by the upper surface of flood control wall 1, and the platform 6 of encorbelmenting outward is provided with guardrail 4 near one side of river course.
Specifically, one side of the overhanging platform 6 is not more than the original revetment 2, so that the safety is ensured, and meanwhile, the pavement and the landscape viewing of the road 5 are facilitated.
In this embodiment, still include bed course 8, bed course 8 sets up in bottom plate 3 below, and the vertical projection of bottom plate 3 is located the inside of bed course 8, and bed course 8 is the plain concrete bed course.
Specifically, the soil body at the bottom of the backfill pit 7 is protected and excavated by the cushion layer 8, and a steel bar binding working surface of the bottom plate 3 is provided.
When the landscape table type river and lake embankment reinforcing structure is used, by taking the condition that the quality of an embankment is good and keeping the embankment in use as an example, firstly, a backfill foundation pit 7 is excavated and excavated on one side, away from a river, of an original embankment 2, then, a cushion layer 8 is arranged at the bottom of the excavation backfill foundation pit 7, the cushion layer 8 is a plain concrete cushion layer, then, a reinforced concrete bottom plate 3 and a reinforced concrete empty box flood control wall 1 are built on the cushion layer 8, plain soil is backfilled, the reinforced concrete empty box flood control wall is simultaneously and integrally formed into an overhanging platform 6, finally, a road 5 is laid, and guardrails 4 are arranged on two sides of the road 5.
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 (10)
1. A novel landscape table type river and lake embankment reinforcing structure is characterized in that the reinforcing structure is arranged on one side, away from a river channel, of an original revetment, and comprises:
the flood control wall is arranged on one side, far away from the river channel, of the original revetment, the lower end of the flood control wall is buried in the ground below the top surface of the original revetment, and the upper end of the flood control wall is higher than the top surface of the original revetment;
the cantilever platform is arranged on one side, close to the river, of the flood control wall;
the road, the road setting is in the top of flood control wall.
2. A novel landscape table type river and lake embankment reinforcement structure according to claim 1, wherein two sides of the road are provided with guardrails.
3. The novel landscape table type river and lake dyke reinforcing structure as claimed in claim 1, wherein the flood wall is an empty box flood wall, and a cavity is arranged inside the empty box flood wall.
4. A novel landscape table type river and lake dike reinforcing structure according to claim 1, further comprising a bottom plate, wherein the bottom plate is arranged below the flood protection wall, and the vertical projection of the flood protection wall is positioned inside the bottom plate.
5. A novel landscape table type river and lake dike reinforcing structure according to claim 3, wherein the flood wall is a reinforced concrete empty box flood wall.
6. The novel landscape table type river and lake embankment reinforced structure according to claim 4, wherein the bottom plate is a reinforced concrete bottom plate.
7. The novel landscape table type river and lake dike reinforcing structure as claimed in claim 1, further comprising an excavated backfill foundation pit, wherein the flood protection wall is located in the excavated backfill foundation pit, and the excavated backfill foundation pit is filled with plain soil at the periphery of the lower end of the flood protection wall.
8. The novel landscape table type river and lake embankment reinforcement structure according to claim 7, wherein the section of the excavated backfill foundation pit is trapezoidal, and one side of the trapezoid is attached to the surface of the original revetment, which is far away from the river channel.
9. A novel landscape table type river and lake dyke reinforcing structure as claimed in claim 2, wherein the upper surface of the cantilever platform is flush with the upper surface of the flood wall, the road extends from the upper surface of the flood wall to the cantilever platform, and the guardrail is arranged on the side of the cantilever platform close to the river channel.
10. The novel landscape table type river and lake embankment reinforcement structure according to claim 4, further comprising a cushion layer, wherein the cushion layer is arranged below the bottom plate, the vertical projection of the bottom plate is located inside the cushion layer, and the cushion layer is a plain concrete cushion layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220028387.1U CN217150063U (en) | 2022-01-05 | 2022-01-05 | Novel desktop river lake dyke reinforced structure of viewing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220028387.1U CN217150063U (en) | 2022-01-05 | 2022-01-05 | Novel desktop river lake dyke reinforced structure of viewing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217150063U true CN217150063U (en) | 2022-08-09 |
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ID=82689443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220028387.1U Active CN217150063U (en) | 2022-01-05 | 2022-01-05 | Novel desktop river lake dyke reinforced structure of viewing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217150063U (en) |
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2022
- 2022-01-05 CN CN202220028387.1U patent/CN217150063U/en active Active
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