CN220117110U - City river section structure - Google Patents
City river section structure Download PDFInfo
- Publication number
- CN220117110U CN220117110U CN202320220673.2U CN202320220673U CN220117110U CN 220117110 U CN220117110 U CN 220117110U CN 202320220673 U CN202320220673 U CN 202320220673U CN 220117110 U CN220117110 U CN 220117110U
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- CN
- China
- Prior art keywords
- river
- retaining wall
- ecological frame
- ecological
- plain concrete
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- 239000002689 soil Substances 0.000 claims description 23
- 239000004575 stone Substances 0.000 claims description 14
- 239000004746 geotextile Substances 0.000 claims description 4
- 238000005056 compaction Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009991 scouring Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 11
- 238000001914 filtration Methods 0.000 description 4
- 239000002245 particle Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Abstract
The utility model discloses an urban river section structure, which relates to the field of river construction and comprises ecological frame retaining walls arranged on two sides of a river, wherein the ecological frame retaining walls are formed by mutually connecting and piling ecological frames through lateral connecting bolts, an ecological frame base is further arranged at the bottom of the ecological frame, dry masonry blocks are further arranged on one side of the ecological frame base facing the river, and gabion gabions which are parallel to the horizontal line of the river are arranged above the dry masonry blocks. By constructing the ecological frame, plants can root at two sides of the river channel while river water scouring can be prevented, aquatic ecology of the river channel is improved to provide a rest platform for citizens to closely contact with water, and flood discharge safety of the river channel in flood season is guaranteed.
Description
Technical Field
The utility model relates to the field of river channel construction, in particular to an urban river channel section structure.
Background
At present, most of the existing urban river construction only establishes retaining walls at two sides of the river so as to prevent the two sides of the river from being flushed by river water, thereby avoiding collapse of the two sides of the river. However, the constructed foundation bank is not combined with the urban river to reform aquatic ecology and humane environment, the constructed retaining wall is formed by stacking stone blocks, plants are difficult to root and grow in the retaining wall, and the ecological environment on two sides of the urban river is seriously damaged.
Disclosure of Invention
Aiming at the problems in the background technology, the utility model provides the urban river section structure which is built by adopting the ecological frame, so that river water scouring can be prevented, plants can be rooted at two sides of the river, the aquatic ecology of the river is improved to provide a rest platform for citizens to closely contact water, and flood discharge safety of the river in the flood season is ensured.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a city river section structure comprising:
the ecological frame retaining walls are formed by mutually piling ecological frames, broken stone and soil are backfilled in the ecological frames, an ecological frame base is further arranged at the bottom of the ecological frames, dry masonry stones are further arranged on one side of the ecological frame base facing the river, and gabion stones which are flush with the horizontal line of the river are arranged above the dry masonry stones;
the plain concrete retaining wall is arranged above the back side slope of the ecological frame retaining wall facing the river channel, and a backfill layer is arranged between the plain concrete retaining wall and the ecological frame retaining wall and compacted to form a slope protection.
Further, the soil layer also comprises a soil bag piled up on one side facing the river channel, and a layer of geotextile is coated between the soil layers;
further, a horizontal plane formed between the slope of the slope protection and the plain concrete retaining wall is set as a dyke-top road, and a guardrail is arranged on one side of the dyke-top road facing the river;
furthermore, turf is paved on the slope surface layer of the slope protection.
The utility model has the beneficial effects that: according to the utility model, the ecological frames are combined with the dry masonry stone and the gabion to be paved on two sides of the river channel, so that the ecological environment on two sides of the river channel in the city can be effectively improved by taking plants into backfill soil of the ecological frames and the revetment while the strength of the river channel is ensured, and the beauty of the river channel is improved, so that the urban image is improved.
Drawings
FIG. 1 is a cross-sectional view of a cross-sectional structure of an urban river;
FIG. 2 is a connection diagram of an ecological frame structure of a cross section structure of an urban river;
FIG. 3 is a schematic view of ecological frame backfilling of a cross-section structure of an urban river;
fig. 4 is a reverse filtration schematic of position a in fig. 1.
The respective numbers in the figures are expressed as: 1. an ecological frame base; 2. an ecological frame; 3. dry masonry; 4. gabion; 5. a dike top road; 6. guard bars; 7. geotextile; 8. plain concrete retaining wall; 801. a drain pipe; 9. guard rail base; 10. slope protection; 11. a lateral connecting bolt; 12. crushed stone and soil; 13. a soil layer; 14. a soil bag; 15. river channel horizontal line; 16. reversely filtering geotextile; 17. large-particle crushed stone and 18-water seepage direction.
Description of the embodiments
In order to make the object technical scheme and the beneficial effects of the present utility model clearer, the following detailed description of the preferred embodiments of the present utility model will be given with reference to the accompanying drawings, so as to facilitate understanding of the skilled person.
Referring to fig. 1 to 4, an urban river section structure comprises an ecological frame retaining wall, a plain concrete retaining wall 8 and a slope protection 10. The ecological frame retaining wall sets up in the river course both sides, and as shown in fig. 2 ecological frame retaining wall is by a plurality of ecological frame 2 transversely through side direction connecting bolt 11 interconnect, piles up in the river course both sides in the longitudinal direction for it forms linear river course, not only reduces the river water and erodees the side slope, and linear river course increases the aesthetic property again. As shown in fig. 3, the crushed stone and soil 12 are compacted and backfilled in the ecological frame 2, so that the gravity of the ecological frame 2 is increased, the side slope is stabilized, aquatic plants are planted in the backfilled soil, and not only can habitat of aquatic animals be provided, but also the attractiveness of a river channel is improved. The ecological frame base 1 is further arranged at the bottom of the ecological frame 2, the dry masonry block 3 is further arranged on one side facing the river channel, the gabion 4 parallel to the horizontal line 15 of the river channel is arranged above the dry masonry block 3, the thicknesses of the dry masonry block 3 and the gabion 4 are respectively 70CM and 50CM, flushing of the river channel can be effectively reduced, foot protection of the dry masonry block 3 can be further protected, corrosion of soil in the river channel is prevented, and accordingly river channel safety is guaranteed.
The plain concrete retaining wall 8 is arranged above the rear side slope of the ecological frame 2 retaining wall back to the river course, the plain concrete retaining wall 8 and the ecological frame 2 retaining wall are filled with soil in a layered mode and compacted to form a slope protection 10, a soil bag 14 is further piled up on the upper surface of the slope protection 10 and between the soil layer 13 and the ecological frame 2 retaining wall, a layer of geotechnical cloth 7 is coated between the soil layers 13, turf is further paved on the slope surface of the slope protection 10, water and soil loss of the slope protection 10 and two sides of the river course can be reduced, and stability of the river course is guaranteed.
The slope protection 10 shown in fig. 1 is arranged between the top surface of the slope protection 10 and the plain concrete retaining wall 8 to form a embankment top road 5 on the top surface, households near the river can walk and sightseeing in the embankment top road 5, and the ecological environment of the river is protected, and meanwhile, people are closely contacted with the natural environment, so that a leisure and entertainment platform is practically provided. The dyke top way 5 is faced to river course one side and is set up guardrail 6, protects the resident of sightseeing, avoids falling into the river course, and guardrail 6 bottom is provided with guardrail base 9 and improves the stability of guardrail 6.
As shown in fig. 4, which is a partially enlarged schematic view of the position of the drain pipe 801 of the plain concrete retaining wall 8, it can be seen that the water seepage direction 18 seeps from the soil layer 13 into the drain pipe 801 of the plain concrete retaining wall 8, the large-particle crushed stone 17 is arranged near the water seepage direction 18 from small to large, and the anti-filtration geotechnical cloth 16 is coated in the particles with different sizes of each layer, thereby playing an anti-filtration role and preventing the soil layer 13 of the slope protection 10 from losing into the drain pipe 801.
The river section structure has the characteristics of simplicity, practicability, flexibility, economy, safety, reliability and convenience in construction, ensures the necessary requirements of river transformation, and effectively protects and promotes the ecological protection of cities.
Finally, it is noted that the above-mentioned preferred embodiments are only intended to illustrate rather than limit the utility model, and that, although the utility model has been described in detail by means of the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the scope of the utility model as defined by the appended claims.
Claims (3)
1. The urban river section structure is characterized by comprising an ecological frame retaining wall and a plain concrete retaining wall (8);
the ecological frame retaining wall comprises an ecological frame base (1), an ecological frame (2), dry masonry stones (3) and gabion (4), wherein the dry masonry stones (3) are arranged facing one side of a river channel, the gabion (4) flush with a river channel horizontal line (15) is arranged above the dry masonry stones (3), the ecological frame base (1) is arranged on one side of the dry masonry stones (3) back to the river channel, and the ecological frame (2) filled with internal backfill gravels is piled at the top of the ecological frame base (1);
the plain concrete retaining wall (8) is arranged obliquely above the back side of the ecological frame retaining wall, a backfill layer (13) is arranged between the plain concrete retaining wall (8) and the ecological frame retaining wall, and the revetment (10) is formed by compaction;
the plain concrete retaining wall (8) is arranged above the side slope of the ecological frame retaining wall back to the river channel, and a backfill soil layer (13) is filled between the plain concrete retaining wall (8) and the ecological frame retaining wall and compacted to form a slope protection (10).
2. The urban river section structure according to claim 1, characterized in that the soil layer (13) further comprises a soil bag (14) piled up on the side facing the river, and the soil layer (13) is backfilled in layers, each soil layer (13) being coated with geotextile (7).
3. The urban river section structure according to claim 1, wherein a horizontal plane formed between the slope of the slope protection (10) and the plain concrete retaining wall (8) is set as a dyke-top road (5), and a guardrail (6) is arranged on the side of the dyke-top road (5) facing the river.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320220673.2U CN220117110U (en) | 2023-02-15 | 2023-02-15 | City river section structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320220673.2U CN220117110U (en) | 2023-02-15 | 2023-02-15 | City river section structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN220117110U true CN220117110U (en) | 2023-12-01 |
Family
ID=88895383
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202320220673.2U Active CN220117110U (en) | 2023-02-15 | 2023-02-15 | City river section structure |
Country Status (1)
Country | Link |
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CN (1) | CN220117110U (en) |
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2023
- 2023-02-15 CN CN202320220673.2U patent/CN220117110U/en active Active
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