CN216839249U - Combined type ecological embankment structure - Google Patents
Combined type ecological embankment structure Download PDFInfo
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- CN216839249U CN216839249U CN202220054275.3U CN202220054275U CN216839249U CN 216839249 U CN216839249 U CN 216839249U CN 202220054275 U CN202220054275 U CN 202220054275U CN 216839249 U CN216839249 U CN 216839249U
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- Prior art keywords
- groove
- barricade
- wall
- flower groove
- flower
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- 239000002689 soil Substances 0.000 claims abstract description 22
- 239000004567 concrete Substances 0.000 claims abstract description 7
- 239000007787 solid Substances 0.000 claims abstract 4
- 241000196324 Embryophyta Species 0.000 claims description 18
- 239000002131 composite material Substances 0.000 claims description 10
- 239000004576 sand Substances 0.000 claims description 9
- 241000919496 Erysimum Species 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 229920006351 engineering plastic Polymers 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 19
- 230000008021 deposition Effects 0.000 abstract description 7
- 239000013049 sediment Substances 0.000 abstract description 7
- 241000251468 Actinopterygii Species 0.000 abstract description 4
- 241001465754 Metazoa Species 0.000 abstract description 4
- 230000012010 growth Effects 0.000 abstract description 3
- 238000009991 scouring Methods 0.000 abstract description 2
- 230000004083 survival effect Effects 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 description 6
- 230000008635 plant growth Effects 0.000 description 3
- 241001083841 Aquatica Species 0.000 description 2
- 235000005273 Canna coccinea Nutrition 0.000 description 2
- 240000008555 Canna flaccida Species 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009395 breeding Methods 0.000 description 2
- 230000001488 breeding effect Effects 0.000 description 2
- 230000009194 climbing Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 244000257727 Allium fistulosum Species 0.000 description 1
- 235000008553 Allium fistulosum Nutrition 0.000 description 1
- 241000252229 Carassius auratus Species 0.000 description 1
- 241000789626 Corybas trilobus Species 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 241000498251 Hydrilla Species 0.000 description 1
- 244000273256 Phragmites communis Species 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 241000011500 Phyllostachys praecox Species 0.000 description 1
- 235000008545 Phyllostachys praecox Nutrition 0.000 description 1
- 241001647091 Saxifraga granulata Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an ecological embankment structure of combined type, including the slope that is located upper portion and the barricade that is located the lower part, one side bottom fixedly connected with of barricade is solid native frame, and one side top of solid native frame is equipped with the barricade foot flower groove of fixed connection on the barricade, and the top of barricade foot flower groove is equipped with barricade face flower groove, and one side of barricade face flower groove is equipped with the step planting groove of fixed connection on the slope surface. The lower part of the utility model is a vertical concrete retaining wall, which has strong anti-scouring ability of water flow and saves land compared with a trapezoidal section; the soil fixing frame can be used for accommodating silt, protecting a riverbed and providing conditions for the growth of submerged plants; the retaining wall foot flower groove can reduce the local water flow velocity, provides a place for the survival and the reproduction of aquatic animals such as fish, and simultaneously, acceptable sediment deposition creates the advantage for vegetation, and the pole of barricade foot flower groove open position criss-cross setting is moved about freely and quickly, when accepting sediment deposition, can prevent that the plant from being strikeed away by rivers, has guaranteed vegetation's firm.
Description
Technical Field
The utility model relates to a river bank embankment technical field specifically is a ecological embankment structure of combined type.
Background
The city is built according to the water system since ancient times, the water system adds flexibility to the city, the city is beautiful, the two banks of the urban river are commonly used for the vertical concrete retaining wall, and therefore the land can be greatly saved. The retaining wall is mature in technology, safe, reliable and durable, but the wall surface is smooth and steep, the wall surface does not have ecological characteristics, and people falling into water are difficult to climb the wall surface for self rescue, so that a composite ecological embankment structure is provided for solving the problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an ecological embankment structure of combined type to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an ecological embankment structure of combined type, is including the slope that is located the upper portion and the barricade that is located the lower part, one side bottom fixedly connected with of barricade is native frame admittedly, one side top of native frame admittedly is equipped with barricade foot flower groove of fixed connection on the barricade, the top in barricade foot flower groove is equipped with barricade face flower groove, one side in barricade face flower groove is equipped with the step planting groove of fixed connection on the slope surface.
Preferably, the soil fixing frame is of a reinforced concrete structure and is laid on the surface of the river bed close to the dike, the soil fixing frame is a rectangular bottomless cavity frame body, the length of the soil fixing frame is 1m, the width of the soil fixing frame is 0.5m, the thickness of the frame wall of the soil fixing frame is 0.08m, the height of the frame wall of the soil fixing frame is 0.2-0.3 m, and the soil fixing frames are connected through a rope.
Preferably, barricade foot flower groove is including being equipped with open-ended box, a plurality of slots have been seted up to the opening part inner wall of box, one side inner wall sliding connection of slot has the chucking subassembly, sliding connection has a plurality of montants and horizontal pole respectively in the slot, montant and horizontal pole intercrossing connect.
Preferably, a plurality of linear clamping grooves are concavely arranged on the cross rod, and the clamping grooves are equal to the vertical rods in width.
Preferably, the clamping assembly comprises a groove, the groove is concavely arranged on the inner wall of one side of the slot, a clamping block is connected in the groove in a sliding mode, one end of a spring is fixedly connected to one side of the clamping block, and the other end of the spring is fixedly connected to the inner wall of the groove.
Preferably, keep off the wall flower groove and make by concrete, steel sheet or engineering plastics, the bottom of barricade face flower groove is equipped with the support, the outer wall of one side fixed connection barricade of support, keep off wall flower groove depth 0.4 ~ 0.5m, 0.4 ~ 0.5m of groove width, the length of single flower groove is 0.8 ~ 1.3m, and the bottom is provided with the wash port.
Preferably, one side of the step planting groove is fixedly connected with the gabion short wall, and a gravel coarse sand layer is arranged at the bottom of the step planting groove.
Preferably, the gabion short wall is 0.8-1.2 m in height and 0.2m in thickness, the height difference between adjacent short wall tops is 0.6-0.8 m, the groove depth of the stepped planting groove is 0.4-0.6 m, the groove width of the stepped planting groove is 0.8-1.2 m, and the thickness of the gravel coarse sand layer is 0.1-0.15 m.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the lower part of the utility model is a vertical concrete retaining wall, which has strong water flow scouring resistance and saves land compared with a trapezoidal section;
2. the soil fixing frame can be used for accommodating silt, protecting a riverbed and providing conditions for the growth of submerged plants;
3. the retaining wall foot flower groove can reduce the flow velocity of local water flow, provide places for living and breeding of aquatic animals such as fishes, can accept sediment deposition and create favorable conditions for plant growth, the rod which is arranged crosswise at the opening position of the retaining wall foot flower groove can prevent plants from being impacted by the water flow while accepting the sediment deposition, the stability of the plant growth is ensured, different cross rods can be conveniently replaced through the clamping assembly, and therefore cross baffles with different calibers are installed;
4. the flower grooves on the upper part of the retaining wall are positioned above the designed flood level, so that the impact of water flow can be avoided, and the flower grooves on the retaining wall surface are fixed, so that climbing conditions can be provided for people falling into water;
5. the step type planting groove on the slope is beneficial to a person falling into water to climb to the upper bank;
6. the utility model can form a full-covered ecological landscape on the side of the dike close to water after planting suitable plants such as the soil-fixing frame, the flower groove and the step planting groove.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of the flower groove of the middle retaining wall;
FIG. 3 is a disassembled view of the flower groove of the middle retaining wall foot of the utility model;
fig. 4 is a partial cross-sectional view of the flower groove of the middle retaining wall foot of the utility model.
In the figure: the retaining wall comprises a retaining wall 1, a soil fixing frame 2, a retaining wall foot flower groove 3, a box body 31, vertical rods 32, a cross rod 33, a slot 34, a clamping assembly 35, a clamping block 351, a groove 352, a spring 353, a retaining wall surface flower groove 4, a support 41, a step planting groove 5, a gabion short wall 51, a gravel coarse sand layer 52 and a slope 6.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
Referring to fig. 1 and 2, for the first embodiment of the present invention, this embodiment provides a composite ecological embankment structure, including the slope 6 located on the upper portion and the retaining wall 1 located on the lower portion, one side bottom fixedly connected with of retaining wall 1 is equipped with the retaining wall foot flower groove 3 fixedly connected on retaining wall 1 at one side top of the retaining wall 1, the top of retaining wall foot flower groove 3 is equipped with the retaining wall face flower groove 4, one side of retaining wall face flower groove 4 is equipped with the step planting groove 5 fixedly connected on the surface of slope 6. Soil fixing frame 2 is laid on the riverbed surface close to the dike, wall blocking foot and wall surface normal water level upper portion are respectively provided with wall blocking foot flower groove 3 and wall surface flower groove 4, the surface of upper slope 6 is provided with step planting groove 5, soil fixing frame 2 is of a reinforced concrete structure, the interior of the wall blocking foot flower groove is a rectangular bottomless cavity, silt siltation can be accommodated in the frame, submerged plants can be planted suitably, wall blocking foot flower groove 3 can accommodate silt siltation, submerged or emergent aquatic plants are planted in the groove, wall surface normal water level is provided with wall blocking flower groove 4, the wall surface flower groove is fixed on support 41, support 41 is anchored on wall blocking 1 surface through anchor bars, terrestrial plants are planted in the groove, step planting groove 5 is arranged on the surface of slope 6, and terrestrial plants are planted in the wall surface. And pouring pipelines can be arranged in the wall-blocking flower grooves 4 and the step planting grooves 5.
Example 2
Referring to fig. 1-4, for the second embodiment of the present invention, this embodiment is based on the last embodiment, specifically, the soil fixation frame 2 is of a reinforced concrete structure and is laid on the surface of the river bed near the dike, the soil fixation frame 2 is a rectangular bottomless cavity frame body and has a length of 1m, a width of 0.5m, a frame wall thickness of 0.08m, and a frame wall height of 0.2-0.3 m, and the soil fixation frames 2 are connected by a rope. The soil fixing frame 2 can be used for accommodating silt and protecting a riverbed, and provides conditions for the growth of submerged plants.
Specifically, retaining wall foot flower groove 3 is including being equipped with open-ended box 31, and a plurality of slots 34 have been seted up to the opening part inner wall of box 31, and one side inner wall sliding connection of slot 34 has a chucking subassembly 35, and sliding connection has a plurality of montants 32 and horizontal pole 33 respectively in the slot 34, montant 32 and horizontal pole 33 intercrossing connection. The cross bar 33 is provided with a plurality of linear slots which are recessed and have the same width as the vertical bars 32. Acceptable sediment deposition in the box 31 creates the advantage for vegetation, and the montant 32 and the horizontal pole 33 that 31 opening position of box was moved about freely and quickly the cross arrangement can prevent that the plant of planting in the box 31 from being strikeed away by rivers when accepting sediment deposition, have guaranteed vegetation's firm, and retaining wall foot flower groove 3 can reduce the local velocity of water flow, and the cooperation plant provides the place for aquatic animals such as fish live and breed.
Specifically, the clamping assembly 35 includes a groove 352, the groove 352 is recessed in an inner wall of one side of the slot 34, a latch 351 is slidably connected in the groove 352, one side of the latch 351 is fixedly connected with one end of a spring 353, and the other end of the spring 353 is fixedly connected to the inner wall of the groove 352. Different cross vertical rods 32 and cross rods 33 are conveniently replaced through the clamping assembly 35, so that the cross vertical rods 32 and the cross rods 33 with different calibers are installed, and the plant-planting machine is suitable for planting different types of plants.
Specifically, the retaining wall surface flower groove 4 is made of concrete, steel plates or engineering plastics, a support 41 is arranged at the bottom of the retaining wall surface flower groove 4, one side of the support 41 is fixedly connected with the outer wall of the retaining wall 1, the depth of the retaining wall surface flower groove 4 is 0.4-0.5 m, the width of the retaining wall surface flower groove is 0.4-0.5 m, the length of a single flower groove is 0.8-1.3 m, and a drain hole is formed in the bottom of the retaining wall surface flower groove. The wall surface flower groove 4 is located above the design flood level, can avoid the impact of rivers, is fixed in the flower groove on the 1 face of barricade, still can provide the climbing condition for the personnel that fall into water, cooperates support 41 simultaneously to guarantee the steadiness of barricade surface flower groove 4.
Specifically, one side of the stepped planting groove 5 is fixedly connected with a gabion short wall 51, and the bottom of the stepped planting groove 5 is provided with a gravel coarse sand layer 52. The gabion short wall 51 is 0.8-1.2 m in height and 0.2m in thickness, the height difference between adjacent short wall tops is 0.6-0.8 m, the step planting groove 5 is 0.4-0.6 m in groove depth and 0.8-1.2 m in width, and the coarse gravel sand layer 52 is 0.1-0.15 m in thickness. The step type planting groove 5 is arranged on the slope 6, so that people falling into water can climb to the upper bank; after appropriate plants are planted in the soil-fixing frame 2, the flower groove, the stepped planting groove 5 and the like, a full-coverage ecological landscape can be formed on the side of the dike close to water.
Example 3
Referring to fig. 1-4, for the third embodiment of the present invention, this embodiment is based on the above two embodiments, when in use, when newly building river levee in city, the design levee height is 6.3m, the lower part of the levee adopts vertical concrete retaining wall 1, the wall height is 4.5m, the upper soil slope 6, the riverbed near the levee foot, the soil-fixing frame 2 is laid, the length is 3m toward the center of river, the rectangular soil-fixing frame 2 is 1m long, 0.5m wide, the frame wall thickness is 0.08m, the frame wall height is 0.2m, and the adjacent soil-fixing frames 2 are connected by rope; building retaining wall foot flower grooves 3 on retaining walls 1, wherein the width of the retaining wall foot flower grooves is 0.6m, the height of the groove walls is 0.5m, the thickness of the groove walls is 0.15m, meanwhile, vertical rods 32 and transverse rods 33 which are arranged in a criss-cross mode are inserted into openings at the tops of the retaining wall foot flower grooves 3 through inserting grooves 34, meanwhile, the vertical rods 32 and the transverse rods 33 which correspond to the opening calibers are installed according to the diameters of planted plants, sediment deposition can be received, favorable conditions are created for plant growth, the flow rate of local water flow can be reduced, and places are provided for survival and breeding of aquatic animals such as fishes, the retaining wall surface flower grooves 4 are made of steel plates, the thickness of the steel plates is 8mm, the depth of the flower grooves is 0.4m, the groove width is 0.5m, the length of each retaining wall flower groove 4 is 1.0m, drain holes are formed in the bottoms of the retaining wall surface flower grooves 4, and pouring pipelines are uniformly distributed in the retaining wall surface flower grooves 4, and the diameter is 0.05 m; the gabion short walls 51 on the slope 6 are 0.8m high and 0.2m thick, 2 rows are arranged, the height difference between the wall tops of adjacent retaining wall surface flower grooves 4 is 0.6m, stepped planting grooves are formed between the adjacent retaining wall surface flower grooves 4, the depth is 0.4m, the width is 0.8m, and the groove bottoms are compacted by crushed stones and coarse sand with the thickness of 0.15m to form crushed stone coarse sand layers 52; plants such as Goldfish algae, hydrilla verticillata and the like are planted in the soil-fixing frame 2, plants such as canna aquatica, allium fistulosum and saxifrage are planted in the retaining wall foot flower groove 3, plants such as canna aquatica, phyllostachys praecox and lythrata chinensis are planted in the retaining wall surface flower groove 4, plants such as spider orchids, phragmites australis and dalia odorata are planted in the step-type planting groove 5, and therefore a full-coverage ecological landscape is formed on the water-facing side of the dike.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. A composite ecological embankment structure comprising a slope (6) at the upper part and a retaining wall (1) at the lower part, characterized in that: one side bottom fixedly connected with of barricade (1) is solid native frame (2), one side top of solid native frame (2) is equipped with barricade foot flower groove (3) of fixed connection on barricade (1), the top of barricade foot flower groove (3) is equipped with wall face flower groove (4), one side of wall face flower groove (4) is equipped with fixed connection and plants groove (5) at slope (6) surperficial step.
2. A composite ecological embankment structure according to claim 1, wherein: the soil fixing frames (2) are of reinforced concrete structures and are laid on the surface of a river bed close to a dike, the soil fixing frames (2) are rectangular bottomless cavity frames, the length of each soil fixing frame is 1m, the width of each soil fixing frame is 0.5m, the thickness of each frame wall is 0.08m, the height of each frame wall is 0.2-0.3 m, and the soil fixing frames (2) are connected through ropes.
3. A composite ecological embankment structure according to claim 1, wherein: barricade foot flower groove (3) are including being equipped with open-ended box (31), a plurality of slots (34) have been seted up to the opening part inner wall of box (31), one side inner wall sliding connection of slot (34) has chucking subassembly (35), sliding connection has a plurality of montants (32) and horizontal pole (33) respectively in slot (34), montant (32) and horizontal pole (33) intercrossing connect.
4. A composite ecological embankment structure according to claim 3, wherein: a plurality of linear clamping grooves are concavely arranged on the transverse rod (33) and are equal to the vertical rod (32) in width.
5. A composite ecological embankment structure according to claim 3, wherein: the clamping assembly (35) comprises a groove (352), the groove (352) is concavely arranged on the inner wall of one side of the slot (34), a clamping block (351) is connected in the groove (352) in a sliding mode, one side of the clamping block (351) is fixedly connected with one end of a spring (353), and the other end of the spring (353) is fixedly connected to the inner wall of the groove (352).
6. A composite ecological embankment structure according to claim 1, wherein: keep off wall flower groove (4) and make by concrete, steel sheet or engineering plastics, the bottom of barricade face flower groove (4) is equipped with support (41), the outer wall of one side fixed connection barricade (1) of support (41), keep off wall flower groove (4) groove depth 0.4 ~ 0.5m, groove width 0.4 ~ 0.5m, the length of single flower groove is 0.8 ~ 1.3m, and the bottom is provided with the wash port.
7. A composite ecological embankment structure according to claim 1, wherein: one side of the step planting groove (5) is fixedly connected with a gabion short wall (51), and the bottom of the step planting groove (5) is provided with a gravel coarse sand layer (52).
8. A composite ecological embankment structure according to claim 7, wherein: the gabion short wall (51) is 0.8-1.2 m in height and 0.2m in thickness, the height difference between adjacent short wall tops is 0.6-0.8 m, the step planting groove (5) is 0.4-0.6 m in groove depth and 0.8-1.2 m in width, and the gravel coarse sand layer (52) is 0.1-0.15 m in thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220054275.3U CN216839249U (en) | 2022-01-11 | 2022-01-11 | Combined type ecological embankment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220054275.3U CN216839249U (en) | 2022-01-11 | 2022-01-11 | Combined type ecological embankment structure |
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| Publication Number | Publication Date |
|---|---|
| CN216839249U true CN216839249U (en) | 2022-06-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220054275.3U Expired - Fee Related CN216839249U (en) | 2022-01-11 | 2022-01-11 | Combined type ecological embankment structure |
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| CN (1) | CN216839249U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118653415A (en) * | 2024-08-22 | 2024-09-17 | 山东省水利科学研究院 | Construction method for upgrading and renovating the wave-breaking wall on the top of the existing embankment |
-
2022
- 2022-01-11 CN CN202220054275.3U patent/CN216839249U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118653415A (en) * | 2024-08-22 | 2024-09-17 | 山东省水利科学研究院 | Construction method for upgrading and renovating the wave-breaking wall on the top of the existing embankment |
| CN118653415B (en) * | 2024-08-22 | 2025-01-21 | 山东省水利科学研究院 | Construction method for upgrading and renovating the wave-breaking wall on the top of the existing embankment |
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