CN214993514U - Landscape river levee reinforced retaining wall - Google Patents
Landscape river levee reinforced retaining wall Download PDFInfo
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- CN214993514U CN214993514U CN202120828839.XU CN202120828839U CN214993514U CN 214993514 U CN214993514 U CN 214993514U CN 202120828839 U CN202120828839 U CN 202120828839U CN 214993514 U CN214993514 U CN 214993514U
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Abstract
The application relates to the field of river levee reinforcement, in particular to a landscape river levee reinforced retaining wall which comprises a retaining wall body, wherein the retaining wall body inclines downwards from the top to the bottom towards one side close to a river towards one side of the river, the side, deviating from the river, of the retaining wall body is provided with a weighing platform from the top to the bottom, the weighing platform extends to the middle of the retaining wall body, and one side, deviating from the river, of the retaining wall body is backfilled in a soil layer and compacted; the retaining wall body has laid the building block towards one side of river, the building block reservation has the hole of cutting out of planting that is used for planting the plant. The utility model provides a river levee consolidates the view nature of barricade is consolidated to river levee when consolidating river levee.
Description
Technical Field
The application relates to the field of river levee reinforcement, in particular to a landscape river levee reinforced retaining wall.
Background
The retaining wall is a structure for supporting roadbed filling, a hillside soil body or a landscape river bank and preventing deformation and instability of the filling, the soil body or the river bank, and can be divided into a gravity retaining wall, an anchoring retaining wall, a thin-wall retaining wall, a reinforced earth retaining wall and the like.
The balance weight type retaining wall belongs to a gravity type retaining wall, the center of a wall body is moved backwards by filling soil on a balance weight platform, the stability of the wall body is improved, and the balance weight type retaining wall is one of retaining wall types commonly used for reinforcing landscape river banks at present.
Currently, a balance weight retaining wall in the related art is generally shown in fig. 1, and includes a retaining wall body 1 formed by pouring concrete, a wall top is disposed at the top of the retaining wall body 1, a balance weight table 3 is disposed at the middle of the retaining wall body 1, an upper wall back is disposed between the wall top and the balance weight table 3, and a soil layer 4 is backfilled outside the upper wall back.
In view of the above-mentioned related art, the inventor believes that the retaining wall body 1 in the above related art is directly formed by integrally casting concrete, and thus can reinforce the river levee, but the river levee fully covered with concrete has a single function, and the landscape of the retaining wall reinforced by the river levee cannot be improved while the river levee is reinforced.
SUMMERY OF THE UTILITY MODEL
In order to improve the view nature that the barricade was consolidated to the river levee when consolidating the river levee, this application provides a view river levee consolidates the barricade.
The application provides a view river levee consolidates barricade adopts following technical scheme:
a landscape river levee reinforced retaining wall comprises a retaining wall body, wherein one side, facing a river, of the retaining wall body is downwards inclined from the top to the bottom towards one side, close to the river, one side, away from the river, of the retaining wall body is provided with a weighing platform in the direction from the top to the bottom, the weighing platform extends to the middle of the retaining wall body, and a soil layer is backfilled and compacted on one side, away from the river, of the retaining wall body; the retaining wall body has laid the building block towards one side of river, the building block reservation has the hole of cutting out of planting that is used for planting the plant.
Through adopting above-mentioned technical scheme, the barricade body sets up the building block towards one side of river, reserves in the building block to plant and cuts out the hole, cuts out the hole through toward planting and is filled up sandy soil material in, can plant the plant on the building block for the barricade can improve the view nature that the barricade was consolidated to the river bank when consolidating the river bank.
Preferably, a fastener is connected between two adjacent building blocks, and the fastener is detachably connected with the building blocks.
Through adopting above-mentioned technical scheme, the junction of two adjacent building blocks adopts the fastener can dismantle the connection, after one of them building block is damaged, can change certain building block alone, has energy-concerving and environment-protective effect.
Preferably, the top of the retaining wall body is provided with a flower bed, and the side wall of the flower bed far away from the river side is higher than the side wall of the flower bed near the river side.
Through adopting above-mentioned technical scheme, set up the flower bed at the top of barricade body, can plant the plant in the flower bed, be favorable to further improving the view nature of river levee reinforcing barricade, in addition, the lateral wall that river one side was kept away from in the flower bed is higher than the lateral wall that the flower bed is close to river one side, not only is favorable to improving the fender soil effect and the unrestrained effect of barricade, still makes the plant have great growth space.
Preferably, geotechnique's cloth has been laid to the inner wall in flower pond, just the bottom in flower pond is equipped with first drain pipe, first drain pipe is with the outside of unnecessary water conservancy diversion in the flower pond to the flower pond.
By adopting the technical scheme, the first drainage pipe is arranged in the flower bed, and the first drainage pipe can timely drain redundant water in the flower bed out of the flower bed without influencing the growth of plant roots; in addition, the geotechnical cloth is laid on the inner wall of the flower bed, so that the loss of soil in the flower bed can be reduced, and the possibility of blockage of the first drainage pipe is reduced.
Preferably, the bottom of the retaining wall body is provided with a plurality of reinforcing piles which are arranged at intervals.
Through adopting above-mentioned technical scheme, set up a plurality of reinforcement piles at barricade body bottom interval, can improve the holistic cling compound ability of barricade body.
Preferably, the bottom of the retaining wall body is provided with a tenon.
By adopting the technical scheme, the tenon is additionally arranged at the bottom of the retaining wall body, so that the passive resistance in front of the tenon can be increased, and the anti-sliding stability of the retaining wall is favorably improved.
Preferably, this internal second drain pipe that is equipped with of barricade, the second drain pipe deviates from one side of river by the barricade body and extends downwards towards one side slope of river towards the barricade body.
By adopting the technical scheme, the second drain pipe is arranged in the retaining wall body, and the second drain pipe can smoothly discharge redundant water in the soil body on the back of the retaining wall body in time so as to reduce the soil pressure of the soil layer on the back of the retaining wall body.
Preferably, the second drain pipe is coated with geotextile along the length direction thereof.
Through adopting above-mentioned technical scheme, the length direction cladding geotechnological cloth of second drain pipe along self is favorable to improving the leakproofness of second drain pipe and retaining wall body junction to reduce the loss of retaining wall body back soil body, be favorable to strengthening the stability of retaining wall.
Preferably, one side that the barricade body deviates from the river is equipped with a fender pile temporarily, a fender pile is located the below of weighing apparatus platform, be equipped with the cystosepiment between fender pile and the barricade body.
Through adopting above-mentioned technical scheme, add the cystosepiment between barricade body and fender pile, frictional force when being favorable to extracting a fender pile has the effect of being convenient for carry out recycle to a fender pile, can also reduce the interference that produces the barricade when extracting a fender pile.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the side, facing the river, of the retaining wall body is provided with the building blocks, planting holes are reserved in the building blocks, and plants can be planted on the building blocks by filling sandy soil materials into the planting holes, so that the retaining wall can improve the landscape of the retaining wall reinforced by the river levee while the river levee is reinforced;
2. the flower bed is arranged at the top of the retaining wall body, plants can be planted in the flower bed, the landscape of the river bank reinforced retaining wall is further improved, in addition, the side wall of the flower bed, which is far away from the river, is higher than the side wall of the flower bed, which is close to the river, so that the retaining effect and the wave resisting effect of the retaining wall are improved, and the plants have larger growth space;
3. the foam plate is additionally arranged between the retaining wall body and the supporting pile, so that friction force generated when the supporting pile is pulled out is facilitated, the effect of recycling the supporting pile is facilitated, and interference on the retaining wall generated when the supporting pile is pulled out can be reduced.
Drawings
Fig. 1 is a schematic structural view of a balance weight type retaining wall in the related art.
Fig. 2 is a schematic structural view of a landscape river bank reinforcing retaining wall according to an embodiment of the present application.
Description of reference numerals: 1. a retaining wall body; 11. leveling layer; 12. reinforcing piles; 13. a tenon; 14. a wall toe step; 2. building blocks; 21. a polymer glass fiber latch bar; 3. a weight scale; 4. a soil layer; 5. supporting piles; 6. a foam board; 7. a flower bed; 8. a first drain pipe; 9. and a second water discharge pipe.
Detailed Description
The present application is described in further detail below with reference to fig. 2.
The embodiment of the application discloses view river levee consolidates barricade. Referring to fig. 2, the landscape river levee reinforced retaining wall includes a retaining wall body 1 disposed on a foundation, and the retaining wall body 1 may be built of concrete or embedded concrete. In this embodiment, the retaining wall body 1 is made of embedded concrete with a compressive strength of 20 MPa.
Referring to fig. 2, a leveling layer 11 is arranged between the retaining wall body 1 and the foundation, and the leveling layer 11 is formed by piling broken stones and sand in a mass ratio of 1:1 and has a thickness of 300 mm. Wherein, the reinforcing pile 12 can be added at the bottom of the leveling layer 11 according to the height and geological conditions of the retaining wall, so as to improve the integral anti-sliding capability of the retaining wall body 1. In this embodiment, retaining wall body 1 is equipped with a plurality of reinforcement piles 12 in the bottom of screed-coat 11, and reinforcement pile 12 specifically is the cement stirring stake, and the vertical and interval setting of cement stirring stake. In addition, in this embodiment, the tenon 13 extends from the bottom of the retaining wall body 1 to the direction close to the leveling layer 11, and the arrangement of the tenon 13 can increase the passive resistance before the tenon, which is beneficial to improving the anti-sliding stability of the retaining wall.
Referring to fig. 2, the side of the retaining wall body 1 facing the river is inclined downward from the top to the bottom toward the side near the river, which is advantageous to reduce the active earth pressure, thereby improving the stability of the retaining wall. In this embodiment, the side of the retaining wall body 1 facing the river is laid with the building blocks 2, the color of the building blocks 2 can be selected in various ways, and city logo, simple pattern or slogan and the like can be spliced according to the need during the design. And two adjacent building blocks 2 are detachably connected through fasteners which can be bolts and bolts. In this embodiment, the fastening member is specifically a polymer glass fiber latch rod 21, and the polymer glass fiber latch rod simultaneously penetrates through two adjacent building blocks 2. Wherein, building block 2 has been seted up and has been planted and cut the hole, through toward planting to cut and fill up sandy soil material in the hole, can plant the plant on building block 2, is favorable to improving the view nature of river levee reinforcement barricade. In addition, in order to make the foundation compressive stress not exceed the allowable bearing capacity of the foundation, a toe step 14 can be added at the bottom of the retaining wall body 1, which is beneficial to improving the anti-inclination performance of the retaining wall body 1, thereby further improving the stability of the retaining wall body 1.
Referring to fig. 2, a counterweight table 3 is disposed from the top to the bottom of the retaining wall body 1 on the side away from the river, and the counterweight table 3 extends to the middle of the retaining wall body 1. Wherein, a supporting pile 5 is arranged below the weighing platform 3 at one side of the retaining wall body 1 departing from the river. In this embodiment, the support piles 5 are specifically steel sheet piles, one end of each steel sheet pile is flush with the weighing platform 3, and the other end of each steel sheet pile extends into the foundation to mainly play a role in temporary support. For the subsequent reuse of steel sheet pile, one side subsides that barricade body 1 is close to the steel sheet pile are equipped with cystosepiment 6 for the convenience, and one side that cystosepiment 6 deviates from barricade body 1 offsets with the steel sheet pile, is favorable to reducing the frictional force that the steel sheet pile receives when extracting the steel sheet pile to extract the steel sheet pile smoothly, reduce the influence to barricade body 1 stability when extracting the steel sheet pile. In addition, the backfill soil layer 4 on one side of the retaining wall body 1, which is far away from the river, is compacted in a layered mode, and the stability of the retaining wall body 1 can be improved by compacting the backfill soil layer 4 again, so that the stability of the retaining wall body 1 is not influenced by the fact that the steel sheet piles are pulled out.
The top of the retaining wall body 1 is provided with a flower bed 7 which can be used for greening planting. In this embodiment, the flower bed 7 is made of concrete with a compressive strength of 30 MPa. Wherein, the flower bed 7 is composed of the top of the retaining wall body 1 and the side walls arranged at two opposite sides of the retaining wall body 1. In this embodiment, the side wall of the flower bed 7 far away from the river is higher than the side wall of the flower bed 7 near the river, so the arrangement is favorable for improving the soil retaining effect and the wave resisting effect of the retaining wall, and the plants have larger growth space.
In addition, first drain pipe 8 is worn to be equipped with in the bottom of flower bed 7, and one deck geotechnological cloth is laid to the inner wall of flower bed 7, and the loss of earth in the flower bed 7 can be reduced in the setting of geotechnological cloth to reduce the possibility that first drain pipe 8 takes place to block up.
Referring to fig. 2, a second drain pipe 9 is provided in the retaining wall body 1. The second drain pipe 9 is inclined downwardly extending towards one side of the river from one side of the retaining wall body 1 deviating from the river toward the retaining wall body 1, can discharge redundant water in the retaining wall body 1 and the retaining wall body 1 back backfill soil layer 4 in time, is favorable for reducing the soil pressure of the retaining wall body 1 back soil layer 4, and is more favorable for improving the stability of the retaining wall. In addition, in this embodiment, second drain pipe 9 has geotechnological cloth along its length direction cladding, and the geotechnological cloth deviates from one side of second drain pipe 9 and is equipped with the rubble bed course, is favorable to reducing the soil body loss problem of retaining wall body 1 back soil layer 4 to further improve the stability of retaining wall.
The implementation principle of landscape river levee reinforced retaining wall in the embodiment of the application is as follows: the side, facing the river, of the retaining wall body 1 is provided with the building block 2, planting holes are reserved in the building block 2, and plants can be planted on the building block 2 by filling sandy soil materials into the planting holes, so that the retaining wall can improve the landscape of the river levee reinforced retaining wall while reinforcing the river levee; in addition, the flower bed 7 is arranged at the top of the retaining wall body 1, plants can be planted in the flower bed 7, and the landscape of the river bank reinforced retaining wall is further improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The landscape river levee reinforced retaining wall comprises a retaining wall body (1), wherein one side, facing a river, of the retaining wall body (1) is downwards inclined from the top to the bottom towards the side close to the river, a weighing platform (3) is arranged on one side, facing away from the river, of the retaining wall body (1) in the direction from the top to the bottom, the weighing platform (3) extends to the middle of the retaining wall body (1), and a backfill soil layer (4) is arranged on one side, facing away from the river, of the retaining wall body (1) and compacted; the method is characterized in that: building block (2) have been laid towards one side of river in barricade body (1), building block (2) reserve has the hole of cutting out of planting that is used for planting the plant.
2. The landscape river levee-reinforced retaining wall according to claim 1, wherein: and a fastener is connected between every two adjacent building blocks (2), and the fastener is detachably connected with the building blocks (2).
3. The landscape river levee-reinforced retaining wall according to claim 1, wherein: the top of barricade body (1) is equipped with flower bed (7), the lateral wall that river one side was kept away from in flower bed (7) is higher than the lateral wall that flower bed (7) is close to river one side.
4. The landscape river levee-reinforced retaining wall according to claim 3, wherein: geotechnical cloth has been laid to the inner wall in flower pond (7), just the bottom in flower pond (7) is equipped with first drain pipe (8), unnecessary water conservancy diversion in first drain pipe (8) with flower pond (7) is to the outside in flower pond (7).
5. The landscape river levee-reinforced retaining wall according to claim 1, wherein: the retaining wall is characterized in that a plurality of reinforcing piles (12) are arranged at the bottom of the retaining wall body (1), and the reinforcing piles (12) are arranged at intervals.
6. The landscape river levee-reinforced retaining wall according to claim 1, wherein: the bottom of the retaining wall body (1) is provided with a tenon (13).
7. The landscape river levee-reinforced retaining wall according to claim 1, wherein: be equipped with second drain pipe (9) in barricade body (1), second drain pipe (9) deviate from one side of river by barricade body (1) toward barricade body (1) one side slope downwardly extending towards the river.
8. The landscape river levee-reinforced retaining wall as claimed in claim 7, wherein: the second drain pipe (9) is coated with geotextile along the length direction.
9. The landscape river levee-reinforced retaining wall according to claim 1, wherein: one side that barricade body (1) deviates from the river is equipped with fender pile (5) temporarily, fender pile (5) are located the below of weighing apparatus platform (3), be equipped with cystosepiment (6) between fender pile (5) and barricade body (1).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120828839.XU CN214993514U (en) | 2021-04-21 | 2021-04-21 | Landscape river levee reinforced retaining wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202120828839.XU CN214993514U (en) | 2021-04-21 | 2021-04-21 | Landscape river levee reinforced retaining wall |
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| CN214993514U true CN214993514U (en) | 2021-12-03 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116497868A (en) * | 2023-06-28 | 2023-07-28 | 中国建筑第四工程局有限公司 | Novel gravity type retaining wall structure |
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2021
- 2021-04-21 CN CN202120828839.XU patent/CN214993514U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116497868A (en) * | 2023-06-28 | 2023-07-28 | 中国建筑第四工程局有限公司 | Novel gravity type retaining wall structure |
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