CN213805178U - Ecological river course retaining wall of building view - Google Patents
Ecological river course retaining wall of building view Download PDFInfo
- Publication number
- CN213805178U CN213805178U CN202022094975.9U CN202022094975U CN213805178U CN 213805178 U CN213805178 U CN 213805178U CN 202022094975 U CN202022094975 U CN 202022094975U CN 213805178 U CN213805178 U CN 213805178U
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- Prior art keywords
- retaining wall
- layer
- coat
- drainage channel
- concrete layer
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- 239000010410 layer Substances 0.000 claims abstract description 89
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 45
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 38
- 239000002689 soil Substances 0.000 claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 239000004744 fabric Substances 0.000 claims abstract description 16
- 239000011241 protective layer Substances 0.000 claims abstract description 14
- 229920000742 Cotton Polymers 0.000 claims abstract description 7
- 230000000149 penetrating effect Effects 0.000 claims abstract description 3
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 230000001681 protective effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 5
- 239000004746 geotextile Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000012466 permeate Substances 0.000 description 3
- 241001464837 Viridiplantae Species 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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Abstract
The utility model belongs to the technical field of building landscape ecological river retaining walls, in particular to a building landscape ecological river retaining wall, which comprises a concrete layer, wherein a pebble layer is bonded on one side of the concrete layer, an anchor rod penetrates through the interior of the pebble layer, geotechnical cloth is embedded in one side of the pebble layer, a water drainage channel is sleeved on the outer surface of the geotechnical cloth, an anti-seepage protective layer is bonded on the outer surface of the water drainage channel, a filter plate is sleeved on one side of the water drainage channel, a soil layer is arranged on the upper surface of the filter plate, water-absorbing cotton cloth is connected inside the filter plate in a penetrating way, a guard rail is sleeved on the upper surface of the concrete layer, connecting steel bars are embedded in the concrete layer, one ends of the connecting steel bars are embedded in the wall reinforcing layer, so that the water source in the soil is prevented from permeating into the concrete for a long time to damage the retaining wall, a beautiful landscape is also added to the retaining wall.
Description
Technical Field
The utility model belongs to the technical field of the ecological river course retaining wall of building view, concretely relates to ecological river course retaining wall of building view.
Background
In the cross section of the retaining wall, the part which is directly contacted with the supported soil body is called a wall back; the part facing the wall back and being empty is called the wall surface; the part directly contacting with the foundation is called a substrate; the top surface of the wall opposite the base is called the wall top; the front end of the base is called a wall toe; the rear end of the base is called a wall heel; current retaining wall is loaded down with trivial details at construction in-process technology, and the construction progress is slow to retaining wall and soil contact, during the water source in the soil permeates the retaining wall for a long time, make the circumstances such as retaining wall fracture take place for a long time, and then damage the retaining wall.
SUMMERY OF THE UTILITY MODEL
For solving the above-mentioned problem that exists among the prior art, the utility model provides an ecological river course retaining wall of building view has and consolidates base, retaining wall back up coat one and retaining wall back up coat two and make the construction process flow simple and convenient and geotechnological cloth absorbs the water source and passes through the characteristics that make the water source flow through sluicing.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building landscape ecological river course retaining wall, includes concrete layer, the cobble layer has been bonded to one side of concrete layer, the stock has been run through to the inside on cobble layer, one side embedding on cobble layer is provided with geotechnological cloth, the surface of geotechnological cloth has cup jointed sluicing passageway, the surface of sluicing passageway pastes the prevention of seepage protective layer, the filter plate has been cup jointed to one side of sluicing passageway, the upper surface of filter plate is provided with the soil horizon, the inside through connection of filter plate has the cotton that absorbs water, the upper surface of concrete layer has cup jointed the rail guard, the inside embedding of concrete layer is provided with the connecting reinforcement, the inside of connecting reinforcement embedding retaining wall back up coat one, the water outlet aperture has been seted up to one side of retaining wall back up coat one, the one end integral type of retaining wall back up coat one is connected with the connecting lug, one side of retaining wall back up coat one is through screw fixedly connected with the connecting steel sheet, just one side of retaining wall back up coat one is passed through connect steel sheet fixedly connected with retaining wall back up coat two, the connected groove has been seted up to the one end of retaining wall back up coat two, the one end of retaining wall back up coat two closely laminates there is spacing fixture block, just retaining wall back up coat two with spacing fixture block closely laminates there is spacing draw-in groove, one side integral type of spacing draw-in groove is connected with the reinforcement base, the lower surface integral type of reinforcing the base is connected with spacing lug.
As the utility model discloses a preferred technical scheme of ecological river course retaining wall of building view, the one end of stock runs through in the entering soil, the other end of stock runs through the entering the inside on concrete layer.
As the utility model discloses a preferred technical scheme of ecological river course retaining wall of building view, one side of retaining wall back up coat one is passed through the connecting reinforcement with concrete layer fixed connection.
As the utility model discloses a preferred technical scheme of ecological river course retaining wall of building view, one side of retaining wall back up coat two has also been seted up go out the water hole, go out the water hole one end with sluicing passageway one end is closely laminated, just the surface of going out the water hole also is pasted the prevention of seepage protective layer.
As the utility model discloses a preferred technical scheme of ecological river course retaining wall of building view, connect the lug length, width and height with coupling groove is the same.
As the utility model discloses a preferred technical scheme of ecological river course retaining wall of building view, one side of retaining wall back up coat two also imbeds and is provided with the connecting reinforcement.
Compared with the prior art, the beneficial effects of the utility model are that: after the limiting clamping block and the retaining wall reinforcing layer II are installed, the retaining wall reinforcing layer II is fixed by utilizing the contact of the reinforcing steel bars and the ground, the retaining wall reinforcing layer I and the retaining wall reinforcing layer II are stably connected through the connecting convex blocks and the connecting grooves, the retaining wall reinforcing layer I and the retaining wall reinforcing layer II are fixedly connected through the connecting steel plates by screws, after the drainage channel and the impermeable protective layer are installed in the concrete layer, concrete is injected into the concrete layer, the construction is simpler and more convenient through the reinforcing base, the retaining wall reinforcing layer I and the retaining wall reinforcing layer II, the construction efficiency is higher, the construction speed is accelerated, the working efficiency is improved, the stability of the retaining wall is high through the reinforcing steel bars, the anchor rods and the connecting reinforcing steel bars arranged in the concrete layer, water sources permeate into the retaining wall for a long time, and the retaining wall is cracked and damaged in the long term, the retaining wall is provided with the water drainage channel and the impermeable protective layer, water in soil is absorbed through the geotextile and discharged through the water drainage channel, and the water-absorbing cotton cloth absorbs the water and provides the water for the green plants, so that the retaining wall is prevented from being damaged when the water in the soil permeates into concrete for a long time, and a bright landscape line is added to the retaining wall.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the connection between the first retaining wall reinforcing layer and the second retaining wall reinforcing layer;
FIG. 3 is a schematic structural view of a reinforcing base according to the present invention;
fig. 4 is a schematic back structure view of a first retaining wall reinforcing layer and a second retaining wall reinforcing layer of the present invention;
fig. 5 is a schematic structural diagram of a in fig. 1 according to the present invention;
fig. 6 is a schematic structural diagram of B in fig. 1 according to the present invention;
in the figure: 1. a concrete layer; 2. a first retaining wall reinforcing layer; 3. connecting steel plates; 4. a second retaining wall reinforcing layer; 5. reinforcing the base; 6. a limiting clamping block; 7. a limiting bump; 8. a pebble layer; 9. connecting reinforcing steel bars; 10. an anchor rod; 11. protecting the fence; 12. a limiting clamping groove; 13. a small water outlet hole; 14. a screw; 15. a connection bump; 16. a connecting groove; 17. a drainage channel; 18. an impermeable protective layer; 19. filtering the plate; 20. a soil layer; 21. absorbent cotton cloth; 22. and (4) geotextile.
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.
Examples
Referring to fig. 1-6, the present invention provides the following technical solutions: a building landscape ecological river retaining wall comprises a concrete layer 1, wherein a pebble layer 8 is bonded on one side of the concrete layer 1, an anchor rod 10 penetrates through the interior of the pebble layer 8, geotechnical cloth 22 is embedded in one side of the pebble layer 8, a drainage channel 17 is sleeved on the outer surface of the geotechnical cloth 22, an anti-seepage protective layer 18 is bonded on the outer surface of the drainage channel 17, a filter plate 19 is sleeved on one side of the drainage channel 17, a soil layer 20 is arranged on the upper surface of the filter plate 19, water-absorbing cotton cloth 21 is connected in the filter plate 19 in a penetrating manner, a protective guard 11 is sleeved on the upper surface of the concrete layer 1, a connecting steel bar 9 is embedded in the concrete layer 1, one end of the connecting steel bar 9 is embedded in a retaining wall reinforcing layer one 2, a small water outlet hole 13 is formed in one side of the retaining wall reinforcing layer one 2, a connecting lug 15 is integrally connected with one end of the retaining wall reinforcing layer one 2, a steel plate 3 is fixedly connected with one side of the retaining wall reinforcing layer one 2 through a screw 14, and one side of retaining wall back up coat 2 is through connecting steel sheet 3 fixedly connected with retaining wall back up coat two 4, connecting groove 16 has been seted up to the one end of retaining wall back up coat two 4, the one end of retaining wall back up coat two 4 is closely laminated with spacing fixture block 6, and retaining wall back up coat two 4 and spacing fixture block 6 closely laminate have spacing draw-in groove 12, one side integral type of spacing draw-in groove 12 is connected with and consolidates base 5, the lower surface integral type of consolidating base 5 is connected with spacing lug 7, in this embodiment, geotechnological cloth 22 can absorb the moisture of soil, flow into in the sluicing passageway 17 with moisture again.
Specifically, during the one end of stock 10 ran through into soil, the other end of stock 10 ran through into the inside of concrete layer 1, in this embodiment, run through soil and concrete layer 1 through stock 10 and make retaining wall's steadiness higher.
Specifically, one side of retaining wall back up coat 2 is through connecting reinforcement 9 and concrete layer 1 fixed connection, in this embodiment, through connecting reinforcement 9 embedding concrete layer 1 inside for retaining wall back up coat 2 is connected more firmly with concrete layer 1.
Specifically, one side of the second retaining wall reinforcing layer 4 is also provided with a small water outlet hole 13, one end of the small water outlet hole 13 is tightly attached to one end of the water drainage channel 17, and an impermeable protective layer 18 is also attached to the outer surface of the small water outlet hole 13, in this embodiment, the small water outlet hole 13 is matched with the water drainage channel 17, so that a water source can normally flow out, and the impermeable protective layer 18 can prevent the water source from permeating into the concrete.
Specifically, the length, width and height of the connection projection 15 are the same as those of the connection groove 16, and in this embodiment, the connection projection 15 can be normally installed into the inside of the connection groove 16 during installation.
Specifically, one side of the second retaining wall reinforcing layer 4 is also embedded with connecting steel bars 9.
The utility model discloses a theory of operation and use flow: in the use process of the utility model, after the pebble layer 8 is laid, the geotextile 22 is arranged at a preset position, the anchor rod 10 penetrates through the soil and the pebble layer 8, the reinforcing base 5 is placed on the upper surface of the concrete after a layer of concrete is laid at the bottom, under the action of the limiting lug 7, the limiting clamping groove 12 arranged on the limiting lug 7 is provided with the limiting clamping block 6 and the retaining wall reinforcing layer two 4 to be more stable, after the limiting clamping block 6 and the retaining wall reinforcing layer two 4 are installed, the retaining wall reinforcing layer two 4 is fixed by utilizing the contact between the reinforcing steel bar and the ground, and then after the retaining wall reinforcing layer one 2 is stably connected with the retaining wall reinforcing layer two 4 through the connecting lug 15 and the connecting groove 16, the connecting steel plate 3 is used for fixedly connecting the retaining wall reinforcing layer one 2 and the retaining wall reinforcing layer two 4 through the screw 14, after the drainage channel 17 and the impermeable protective layer 18 are installed in the concrete layer 1, further, the concrete is injected into the net concrete layer 1, so that the construction of the retaining wall is simpler and more convenient, the construction is quicker, the working efficiency is improved, a drainage channel 17 is arranged in the concrete layer 1, an impermeable protective layer 18 is adhered on the outer part of the drainage channel 17, so that water in soil is absorbed into geotextile 22 and flows out through the drainage channel 17, under the protection of the anti-seepage protective layer 18, water is difficult to enter the concrete layer 1, the concrete layer 1 is cracked and the like over time, the retaining wall is damaged, economic loss is brought, one side of the water drainage channel 17 is provided with a water absorption cotton cloth 21, a water source in the water drainage channel 17 is absorbed into the soil layer 20 and is lifted to green plants, in rainy days, the air blocks soil from entering the drainage channel 17 through the filter plate 19 to block the channel, so that the water source is prevented from being excessively accumulated to damage the drainage channel 17 and further damage the concrete layer 1.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides an ecological river course retaining wall of building view, includes concrete layer (1), its characterized in that: the concrete layer is characterized in that a pebble layer (8) is bonded on one side of the concrete layer (1), an anchor rod (10) penetrates through the interior of the pebble layer (8), geotechnical cloth (22) is embedded into one side of the pebble layer (8), a water drainage channel (17) is sleeved on the outer surface of the geotechnical cloth (22), an anti-seepage protective layer (18) is bonded on the outer surface of the water drainage channel (17), a filter plate (19) is sleeved on one side of the water drainage channel (17), a soil layer (20) is arranged on the upper surface of the filter plate (19), water absorption cotton cloth (21) is connected inside the filter plate (19) in a penetrating manner, a protective guard (11) is sleeved on the upper surface of the concrete layer (1), connecting steel bars (9) are embedded into the interior of a retaining wall reinforcing layer (2) at one ends of the connecting steel bars (9), a small water outlet hole (13) is formed in one side of the retaining wall reinforcing layer (2), the one end integral type of retaining wall back up coat (2) is connected with connecting lug (15), screw (14) fixedly connected with steel connecting plate (3) is passed through to one side of retaining wall back up coat (2), just one side of retaining wall back up coat (2) is passed through steel connecting plate (3) fixedly connected with retaining wall back up coat two (4), coupling groove (16) have been seted up to the one end of retaining wall back up coat two (4), the one end of retaining wall back up coat two (4) closely laminates and has spacing fixture block (6), just retaining wall back up coat two (4) with spacing fixture block (6) closely laminate and have spacing draw-in groove (12), one side integral type of spacing draw-in groove (12) is connected with and consolidates base (5), the lower surface of consolidating base (5) is connected with spacing lug (7).
2. The retaining wall for ecological riverway of architectural landscape according to claim 1, characterized in that: one end of the anchor rod (10) penetrates into soil, and the other end of the anchor rod (10) penetrates into the concrete layer (1).
3. The retaining wall for ecological riverway of architectural landscape according to claim 1, characterized in that: one side of the retaining wall reinforcing layer I (2) is fixedly connected with the concrete layer (1) through the connecting steel bars (9).
4. The retaining wall for ecological riverway of architectural landscape according to claim 1, characterized in that: one side of the retaining wall reinforcing layer II (4) is also provided with the water outlet small hole (13), one end of the water outlet small hole (13) is tightly attached to one end of the water drainage channel (17), and the outer surface of the water outlet small hole (13) is also adhered with the anti-seepage protective layer (18).
5. The retaining wall for ecological riverway of architectural landscape according to claim 1, characterized in that: the length, width and height of the connecting projection (15) are the same as those of the connecting groove (16).
6. The retaining wall for ecological riverway of architectural landscape according to claim 1, characterized in that: and one side of the second retaining wall reinforcing layer (4) is also embedded with the connecting steel bars (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022094975.9U CN213805178U (en) | 2020-09-22 | 2020-09-22 | Ecological river course retaining wall of building view |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022094975.9U CN213805178U (en) | 2020-09-22 | 2020-09-22 | Ecological river course retaining wall of building view |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213805178U true CN213805178U (en) | 2021-07-27 |
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ID=76954932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022094975.9U Expired - Fee Related CN213805178U (en) | 2020-09-22 | 2020-09-22 | Ecological river course retaining wall of building view |
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| Country | Link |
|---|---|
| CN (1) | CN213805178U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319230A (en) * | 2022-01-10 | 2022-04-12 | 上海崇明水利工程有限公司 | Flood control sluicing structure |
-
2020
- 2020-09-22 CN CN202022094975.9U patent/CN213805178U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319230A (en) * | 2022-01-10 | 2022-04-12 | 上海崇明水利工程有限公司 | Flood control sluicing structure |
| CN114319230B (en) * | 2022-01-10 | 2023-12-26 | 上海崇明水利工程有限公司 | Flood control and water discharge structure |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210727 |
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| CF01 | Termination of patent right due to non-payment of annual fee |