CN210122705U - Retaining wall for hydraulic engineering - Google Patents

Retaining wall for hydraulic engineering Download PDF

Info

Publication number
CN210122705U
CN210122705U CN201920924239.6U CN201920924239U CN210122705U CN 210122705 U CN210122705 U CN 210122705U CN 201920924239 U CN201920924239 U CN 201920924239U CN 210122705 U CN210122705 U CN 210122705U
Authority
CN
China
Prior art keywords
layer
reinforced concrete
retaining
hydraulic engineering
greening
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201920924239.6U
Other languages
Chinese (zh)
Inventor
韩嵘
Original Assignee
韩嵘
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 韩嵘 filed Critical 韩嵘
Priority to CN201920924239.6U priority Critical patent/CN210122705U/en
Application granted granted Critical
Publication of CN210122705U publication Critical patent/CN210122705U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a retaining wall for hydraulic engineering, including concrete foundation, reinforced concrete and anticorrosion skew surface layer, reinforced concrete's one side has set gradually pitch skew surface layer and masonry skew surface layer from a left side to the right side, one side fixedly connected with inlet tube of masonry skew surface layer, one side of first wall body is provided with reinforced concrete layer, the top of first wall body one side is provided with the afforestation layer, the lower surface on afforestation layer is provided with ventilative net, leave the cavity between the lower surface of ventilative net and the reinforced concrete layer. This retaining wall for hydraulic engineering through the setting that stays the basin, can flow into the cavity between ventilative net and the reinforced concrete layer with the ponding in the greening layer through staying the basin in, and then through the setting of ventilative net, can let the steam after the evaporation get into the greening layer, for the plant provides moisture in the greening layer, makes the effect that discharged water reaches waste water cyclic utilization in the greening layer.

Description

Retaining wall for hydraulic engineering
Technical Field
The utility model relates to a hydraulic engineering technical field specifically is a retaining wall for hydraulic engineering.
Background
The retaining wall of the hydraulic engineering is a building with a firm slope, is used for reinforcing a soil slope or a stone slope, preventing mountain collapse, preventing bumps and stones from falling, protecting pedestrians and nearby buildings from safety, and preventing water and soil erosion, has the advantages of simple structure, small occupied area, convenient construction, low manufacturing cost and the like, is widely applied to highway and city construction, and is also applied to the prevention and control fields of dam construction, riverbed treatment, port engineering, water and soil conservation, mountain land planning, mountain landslide and the like at the same time, the existing retaining wall of the hydraulic engineering is usually formed by building stones, has low structural strength, long construction period and easy collapse, can not discharge accumulated water in soil well, ensures that the water content of the soil is large, and a green belt is often designed above the retaining wall of the hydraulic engineering, the green belts are not provided with a drainage structure, and the strength of the whole concrete wall body is affected by water which cannot be drained in time in the green belts.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a retaining wall for hydraulic engineering has solved the problem of proposing in the above-mentioned background art.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a retaining wall for hydraulic engineering comprises a concrete foundation, wherein reinforced concrete is paved on the upper surface of the concrete foundation, an anti-corrosion inclined surface layer, an asphalt inclined surface layer and a masonry inclined surface layer are sequentially paved on one side of the reinforced concrete from left to right, a water inlet pipe is fixedly connected to one side of the masonry inclined surface layer, the water inlet pipe sequentially penetrates through the masonry inclined surface layer, the asphalt inclined surface layer and the anti-corrosion inclined surface layer from right to left to be fixedly connected with a first water outlet pipe, a reinforced concrete bottom layer is paved on one side of the anti-corrosion inclined surface layer, a sewer pipeline is arranged on one side of the reinforced concrete bottom layer, one side of the sewer pipeline is fixedly connected with a first wall body, a reinforced concrete layer is arranged on one side of the first wall body, one side of the reinforced concrete layer is fixedly connected with a second wall body, and a greening layer is arranged at the top of one side of the first wall, the greening layer is characterized in that a breathable net is arranged on the lower surface of the greening layer, a cavity is reserved between the lower surface of the breathable net and the reinforced concrete layer, and a water outlet pipeline is fixedly connected to one side of the second wall body.
Optionally, a filter screen is arranged at the top of the sewer pipeline, the bottom of the sewer pipeline is fixedly connected with the water inlet pipe, and one side of the first water outlet pipe is fixedly connected with the water outlet pipeline.
Optionally, a reinforced concrete bottom layer, an asphalt layer and a soil layer are sequentially paved on one side of the anti-corrosion inclined surface layer from bottom to top, and a reinforced concrete surface layer is paved on the upper surface of the soil layer.
Optionally, a guardrail is fixedly connected to one side, far away from the first wall, of the upper surface of the reinforced concrete surface layer.
Optionally, the guardrail includes the fixed column, the quantity of fixed column is two fixedly connected with guard plate between the fixed column, the material of guard plate is glass.
Optionally, the top of the first wall body is fixedly connected with a greening protective guard, and the top of one side of the second wall body is provided with a water retaining groove.
(III) advantageous effects
The utility model provides a retaining wall for hydraulic engineering possesses following beneficial effect:
1. this retaining wall for hydraulic engineering through the setting that stays the basin, can flow into the cavity between ventilative net and the reinforced concrete layer with the ponding in the greening layer through staying the basin in, and then through the setting of ventilative net, can let the steam after the evaporation get into the greening layer, for the plant provides moisture in the greening layer, makes the effect that discharged water reaches waste water cyclic utilization in the greening layer.
2. This retaining wall for hydraulic engineering through sewer pipe's setting, can clear up rainy day ponding through sewer pipe, through pitch inclined plane layer and anticorrosion inclined plane layer's setting, can avoid the infiltration and corrode the phenomenon emergence of inside wall body, guarantees retaining wall's intensity.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the cross section of the present invention.
In the figure: 1. a concrete foundation; 2. reinforced concrete; 3. an anti-corrosion beveled layer; 4. an asphalt beveled layer; 5. a masonry ramp layer; 6. a water inlet pipe; 7. a reinforced concrete bottom layer; 8. an asphalt layer; 9. a first water outlet pipe; 10. a soil layer; 11. a reinforced concrete facing; 12. a sewer pipeline; 13. a first wall; 14. a reinforced concrete layer; 15. a second wall; 16. a greening layer; 17. a breathable net; 18. a filter screen; 19. a guardrail; 1901. fixing a column; 1902. a protection plate; 20. greening guard rails; 21. a water outlet pipeline; 22. and (5) reserving a water tank.
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.
Referring to fig. 1 to 2, the present invention provides a technical solution: a retaining wall for hydraulic engineering comprises a concrete foundation 1, wherein reinforced concrete 2 is laid on the upper surface of the concrete foundation 1, an anti-corrosion inclined surface layer 3, an asphalt inclined surface layer 4 and a masonry inclined surface layer 5 are sequentially laid on one side of the reinforced concrete 2 from left to right, and in order to stabilize the strength of the retaining wall, the anti-corrosion inclined surface layer 3 and the asphalt inclined surface layer 4 are arranged, asphalt has the waterproof and moistureproof effects and can well prevent moisture from permeating into the retaining wall, a water inlet pipe 6 is fixedly connected to one side of the masonry inclined surface layer 5, the water inlet pipe 6 sequentially penetrates through the masonry inclined surface layer 5, the asphalt inclined surface layer 4 and the anti-corrosion inclined surface layer 3 from right to left to be fixedly connected with a first water outlet pipe 9, a reinforced concrete bottom layer 7 is laid on one side of the anti-corrosion inclined surface layer 3, a lower water pipeline 12 is arranged on one side of the reinforced concrete bottom layer 7, and one side of the lower water pipeline 12 is fixedly, a reinforced concrete layer 14 is arranged on one side of the first wall body 13, one side of the reinforced concrete layer 14 is fixedly connected with a second wall body 15, a greening layer 16 is arranged on the top of one side of the first wall body 13, a breathable net 17 is arranged on the lower surface of the greening layer 16, a cavity is reserved between the lower surface of the breathable net 17 and the reinforced concrete layer 14, water in the cavity is evaporated and then permeates into the greening layer 16 through the breathable net 17 for plant growth, so that the effect of waste water utilization is achieved, and a water outlet pipeline 21 is fixedly connected with one side of the second wall body 15;
when the height of water in the water outlet space between the breathable net 17 and the reinforced concrete layer 14 exceeds the water outlet pipeline 21, the water is discharged through the water outlet pipeline 21, so that excessive water accumulation in a cavity between the breathable net 17 and the reinforced concrete layer 14 is avoided, and the water can permeate into the inner retaining wall;
the top of the sewer pipe 12 is provided with a filter screen 18, the bottom of the sewer pipe 12 is fixedly connected with a water inlet pipe 6, one side of a first water outlet pipe 9 is fixedly connected with a water outlet pipe 21, one side of an anti-corrosion inclined surface layer 3 is sequentially paved with a reinforced concrete bottom layer 7, an asphalt layer 8 and a soil layer 10 from bottom to top, the upper surface of the soil layer 10 is paved with a reinforced concrete surface layer 11, one side of the upper surface of the reinforced concrete surface layer 11, which is far away from a first wall body 13, is fixedly connected with a guardrail 19, the guardrail 19 comprises fixed columns 1901, the number of the fixed columns 1901 is two, a protection plate 1902 is fixedly connected between the two fixed columns 1901, the protection plate 1902 is made of glass, the top of the first wall body 13 is fixedly connected with a greening protective guard 20 to prevent passerby from damaging plants in a greening layer 16, the top of one side of a second wall body 15 is provided with a water, and carrying out waste water utilization and centralized cleaning.
To sum up, this retaining wall for hydraulic engineering, during the use, through the setting that stays basin 22, can be with ponding in the afforestation layer through staying in the cavity of basin 22 inflow between ventilative net 17 and the reinforced concrete layer 14, and then through ventilative net 17's setting, can let the steam after the evaporation get into afforestation layer 16, for plant provides moisture in the afforestation layer 16, make the effect that discharged water reaches waste water cyclic utilization in the afforestation layer 16, setting through sewer pipe 12, can clear up rainy day ponding through sewer pipe 12, through pitch inclined surface layer 4 and the setting of anticorrosion inclined surface layer 3, can avoid the phenomenon emergence of infiltration and corruption interior wall body, guarantee the intensity of retaining wall.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (6)

1. The utility model provides a retaining wall for hydraulic engineering, includes concrete foundation (1), its characterized in that: the concrete foundation comprises a concrete foundation (1), wherein reinforced concrete (2) is laid on the upper surface of the concrete foundation (1), an anti-corrosion inclined surface layer (3), an asphalt inclined surface layer (4) and a masonry inclined surface layer (5) are sequentially laid on one side of the reinforced concrete (2) from left to right, a water inlet pipe (6) is fixedly connected to one side of the masonry inclined surface layer (5), the water inlet pipe (6) sequentially penetrates through the masonry inclined surface layer (5), the asphalt inclined surface layer (4) and the anti-corrosion inclined surface layer (3) from right to left to be fixedly connected with a first water outlet pipe (9), a reinforced concrete bottom layer (7) is laid on one side of the anti-corrosion inclined surface layer (3), a sewer pipeline (12) is arranged on one side of the reinforced concrete bottom layer (7), one side of the sewer pipeline (12) is fixedly connected with a first wall body (13), a reinforced concrete layer (14) is arranged on one side of the first wall body (13, one side of the reinforced concrete layer (14) is fixedly connected with the second wall body (15), a greening layer (16) is arranged at the top of one side of the first wall body (13), a breathable net (17) is arranged on the lower surface of the greening layer (16), a cavity is reserved between the lower surface of the breathable net (17) and the reinforced concrete layer (14), and a water outlet pipeline (21) is fixedly connected with one side of the second wall body (15).
2. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the top of sewer pipe (12) is provided with filter screen (18), the bottom and inlet tube (6) fixed connection of sewer pipe (12), one side and outlet conduit (21) fixed connection of first outlet pipe (9).
3. A retaining wall for hydraulic engineering according to claim 1, characterized in that: one side of the anti-corrosion inclined surface layer (3) is sequentially paved with a reinforced concrete bottom layer (7), an asphalt layer (8) and a soil layer (10) from bottom to top, and a reinforced concrete surface layer (11) is paved on the upper surface of the soil layer (10).
4. A retaining wall for hydraulic engineering according to claim 3, characterized in that: and a guardrail (19) is fixedly connected to one side, far away from the first wall body (13), of the upper surface of the reinforced concrete surface layer (11).
5. A retaining wall for hydraulic engineering according to claim 4, characterized in that: the guardrail (19) comprises two fixing columns (1901), a protection plate (1902) is fixedly connected between the two fixing columns (1901), and the protection plate (1902) is made of glass.
6. A retaining wall for hydraulic engineering according to claim 1, characterized in that: the top of the first wall body (13) is fixedly connected with a greening protective guard (20), and the top of one side of the second wall body (15) is provided with a water retaining groove (22).
CN201920924239.6U 2019-06-19 2019-06-19 Retaining wall for hydraulic engineering Active CN210122705U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920924239.6U CN210122705U (en) 2019-06-19 2019-06-19 Retaining wall for hydraulic engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920924239.6U CN210122705U (en) 2019-06-19 2019-06-19 Retaining wall for hydraulic engineering

Publications (1)

Publication Number Publication Date
CN210122705U true CN210122705U (en) 2020-03-03

Family

ID=69633854

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920924239.6U Active CN210122705U (en) 2019-06-19 2019-06-19 Retaining wall for hydraulic engineering

Country Status (1)

Country Link
CN (1) CN210122705U (en)

Similar Documents

Publication Publication Date Title
CN106638918B (en) Construction method of sponge urban rainwater collection system
CN209941698U (en) Side slope drainage structure capable of being recycled
CN106917522A (en) A kind of Outdoor Parking position system based on sponge the idea of the city
CN110886303A (en) Prevent arranging integration underground drainage system
CN206591602U (en) Ooze row's structure and sponge city water cycle system in sponge city
CN106193249B (en) One kind, which is catchmented, arranges soaking system and test and its construction method
CN106703158A (en) Sponge city drainage structure and sponge city water circulation system
CN207228292U (en) One kind omits water system in printing slowly after first catchmenting
CN103266633A (en) Seepage-proof sewage discharging and floodwater draining method for tailing reservoir in wet metallurgy
CN210122705U (en) Retaining wall for hydraulic engineering
CN108625453A (en) Skyscraper sponge City complex system
CN206368311U (en) A kind of ecological road of sponge city water collecting and purifying
CN209958480U (en) Scenic spot afforestation cistern structure
JP2802282B2 (en) Rechargeable storage facility
CN209652959U (en) Connected vessels type foundation pit drop and drainage structure
CN207760928U (en) A kind of FRAME ON THE ROOF OF HIGH-RISE BUILDING sponge gardens rainwater-collecting circulatory system
CN207760802U (en) A kind of landscape ecological revetment having flood control function
CN207727716U (en) A kind of water storage filter well and floral tube convolution rainwater side slope
CN206308772U (en) Town road drainage system with quick water-discharging function
CN206956893U (en) A kind of high-order flower bed processing system for preventing the overboard splashing of building
CN205669248U (en) Municipal administration rainwater-collecting tapping equipment
CN109958099A (en) A kind of city river rain-flood resources regulator control system
CN206245326U (en) A kind of drainage system of building foundation pit
CN108086438A (en) A kind of construction method of the new greenery patches structure based on sponge city
CN107558587A (en) One kind omits water system in printing slowly after first catchmenting

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant