CN215165235U - Hydraulic engineering construction concrete slope wall - Google Patents

Abstract

The utility model belongs to the technical field of water conservancy construction, especially, be a hydraulic engineering construction concrete slope wall, including the slope, crisscross downhill path, the upslope on the slope, horizontal bank protection has been pour on the downhill path, the upslope, a plurality of vertical bank protections of evenly distributed have been pour between two horizontal bank protections, horizontal bank protection and vertical bank protection form the planting groove, green planting has been planted in the planting groove; downhill path and uphill can form the recess, can play the effect of stopping to the rainwater, reduce the speed that the rainwater flows down, the rainwater that prevents to flow down fast causes the slope to erode, take away a large amount of earth, the recess can temporarily be preserved the rainwater simultaneously, the earth of the rainwater of being convenient for deposits, thereby reduce the rainwater and wrap up in miscellaneous earth, the root of green planting further fixes earth on the slope, it can separate slope and level ground to cut off the ditch, avoid the subaerial rainwater of level to directly flow in the slope, the surperficial discharge of slope of reduction.

Description

Hydraulic engineering construction concrete slope wall

Technical Field

The utility model belongs to the technical field of the hydraulic construction, concretely relates to hydraulic engineering construction concrete slope wall.

Background

Slope protection refers to for preventing that the side slope from receiving to erode, the general name of various pavements and plants of doing on domatic, it can avoid the rainwater to erode the river course edge to build the revetment on the slope in river course, cause a large amount of water and soil losses, cause the destruction of environment, simultaneously, can avoid the river course to collapse, cause the river course to block up, current revetment relies on concrete placement and plants green planting and consolidates the slope, but the revetment wall is whole still to be in the tilt state, have a large amount of rainwater when raining and erode the slope fast, at the green planting initial stage simultaneously, the soil property of slope is not deepened to the root, be difficult to protect the slope, can not produce the safeguard effect immediately after causing the revetment building to accomplish, the slope still has the soil erosion of a certain degree, consequently, hydraulic engineering construction concrete revetment is required to solve above-mentioned problem.

SUMMERY OF THE UTILITY MODEL

To solve the problems set forth in the background art described above. The utility model provides a hydraulic engineering construction concrete slope wall has the green planting survival of bank protection of being convenient for, can effectively prevent soil erosion and water loss's characteristics.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a hydraulic engineering construction concrete slope wall, includes the slope, crisscross downhill path, the upslope of being equipped with on the slope, horizontal bank protection has been pour on the downhill path, the upslope, two pour the vertical bank protection of a plurality of evenly distributed between the horizontal bank protection, horizontal bank protection with vertical bank protection is formed with plants the groove, it has green planting to plant the inslot.

Preferably, a partition canal is formed in the top end of the slope, a plurality of uniformly distributed lower drainage pipes are fixedly connected to the bottom end of the partition canal, and the lower drainage pipes are buried in the slope.

Preferably, the top end of the partition ditch is fixedly connected with a filtering cover plate, and the filtering cover plate is in an arch shape protruding upwards.

Preferably, cut off ditch top fixedly connected with drain pipe, the drain pipe symmetric distribution of going up is in horizontal bank protection both sides.

Preferably, the horizontal protection slope and the vertical protection slope are provided with a rainwater channel, and the rainwater channel is communicated with the upper drainage pipe.

Preferably, the top end of the horizontal slope protection is covered with a transparent film, and the peripheral side of the transparent film is fixedly connected with the slope.

Preferably, the included angle between the downgrade and the horizontal plane is between thirty degrees and sixty degrees, and the included angle between the upgrad horizontal plane is between twenty degrees and forty degrees.

Compared with the prior art, the beneficial effects of the utility model are that:

downhill path and uphill can form the recess, can play the effect of stopping to the rainwater, reduce the speed that the rainwater flows down, the rainwater that prevents to flow down fast causes the slope to erode, take away a large amount of earth, the recess can temporarily be preserved the rainwater simultaneously, the earth of the rainwater of being convenient for deposits, thereby reduce the rainwater and wrap up in miscellaneous earth in the rainwater, horizontal bank protection and vertical bank protection play the additional strengthening to the soil property slope, prevent that the slope from taking place to collapse, avoid a large amount of earth loss, the root of green planting further fixes the earth on the slope, reduce the emergence of soil erosion phenomenon, cut off the ditch and can separate slope and level ground, avoid the subaerial rainwater of level to directly flow in the slope, the surperficial discharge of slope of reduction.

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 a middle partition canal of the present invention;

FIG. 3 is a schematic structural view of the rain water channel of the present invention;

fig. 4 is a schematic structural view of the middle slope and the transparent film of the present invention.

In the figure: 1. a slope; 11. descending a slope; 12. ascending a slope; 2. horizontally protecting the slope; 21. vertically protecting the slope; 22. planting grooves; 23. planting green; 24. a rain water channel; 3. blocking off the water channel; 31. a lower drainage pipe; 32. a filter cover plate; 33. an upper drainage pipe; 4. a transparent film.

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.

Referring to fig. 1-4, the present invention provides the following technical solutions: the utility model provides a hydraulic engineering construction concrete slope wall, includes slope 1, and slope 1 is gone up the mistake and is equipped with downhill path 11, uphill 12, has pour horizontal bank protection 2 on downhill path 11, the uphill 12, has pour the vertical bank protection 21 of a plurality of evenly distributed between two horizontal bank protections 2, and horizontal bank protection 2 is formed with planting groove 22 with vertical bank protection 21, plants green 23 of planting in the planting groove 22.

In this embodiment: the slope 1 is provided with a downslope 11, an upslope 12 in a staggered manner, horizontal revetments 2 are poured on the downslope 11 and the upslope 12, a plurality of vertical revetments 21 which are uniformly distributed are poured between the two horizontal revetments 2, planting grooves 22 are formed between the horizontal revetments 2 and the vertical revetments 21, green plants 23 are planted in the planting grooves 22, in the specific implementation, the downslope 11 and the upslope 12 are dug on the slope 1 in advance, grooves can be formed on the downslope 11 and the upslope 12, the functions of blocking rainwater and reducing the speed of rainwater downflow are achieved, the fast downflow rainwater is prevented from scouring the slope 1, a large amount of soil is taken away, meanwhile, the grooves can temporarily reserve the rainwater, the soil in the rainwater is convenient to precipitate, therefore, the soil doped in the rainwater is reduced, the horizontal revetments 2 and the vertical revetments 21 play a reinforcing role in the soil slope 1, the slope 1 is prevented from falling, and a large amount of soil is prevented from loss, planting groove 22 can be convenient for green planting 23's planting to utilize green 23's of planting root further to fix the earth on slope 1, reduce the emergence of soil erosion and water loss phenomenon.

Specifically, a partition canal 3 is arranged at the top end of the slope 1, a plurality of uniformly distributed lower drainage pipes 31 are fixedly connected to the bottom end of the partition canal 3, and the lower drainage pipes 31 are embedded in the slope 1; cut off ditch 3 and can separate slope 1 and level ground, avoid the subaerial rainwater of level to directly flow in slope 1, the discharge on the 1 surperficial in slope of reduction to can reduce the emergence of soil erosion and water loss phenomenon in essence, sewer pipe 31 is buried underground in slope 1, can be convenient for flow into the subaerial water discharge who cuts off the ditch 3 of level.

Specifically, the top end of the partition ditch 3 is fixedly connected with a filtering cover plate 32, and the filtering cover plate 32 is in an arch shape protruding upwards; filter apron 32 and can filter the water that flows into in cutting off the ditch 3, prevent that the rainwater from wrapping up in miscellaneous rubbish gets into cutting off the ditch 3, and domes can increase the area of filtering apron 32, can pile up the bottom of filtering apron 32 with rubbish simultaneously, avoids rubbish to filter apron 32 stifled, leads to rivers inflow slope 1.

Specifically, the top end of the partition water channel 3 is fixedly connected with an upper drainage pipe 33, and the upper drainage pipes 33 are symmetrically distributed on two sides of the horizontal protection slope 2; go up drain pipe 33 and rainwater passageway 24 and link to each other, can discharge the rainwater on horizontal bank protection 2 and the vertical bank protection 21, avoid in the rainwater inflow planting groove 22 to avoid this part rainwater and the contact of soil property slope 1, reduce soil erosion and water loss phenomenon.

Specifically, the horizontal revetment 2 and the vertical revetment 21 are provided with a rainwater channel 24, and the rainwater channel 24 is communicated with an upper drainage pipe 33; rainwater passageway 24 links to each other with last drain pipe 33, can discharge the rainwater on horizontal bank protection 2 and the vertical bank protection 21, avoids the rainwater to flow in and plants in the groove 22 to avoid this part rainwater and the contact of soil property slope 1, reduce soil erosion and water loss phenomenon.

Specifically, the top end of the horizontal protection slope 2 is covered with a transparent film 4, and the peripheral side of the transparent film 4 is fixedly connected with the slope 1; transparent film 4 can plant 23 initial stages at green 23 and plant 23 and play the guard action to green planting 23, and the rainwater at this moment can be along transparent film 4 direct downflows, avoids planting 23 and slope 1 contact with green, prevents that the rainwater from planting 23 green when not yet pricking the root firmly green earth of planting 23 and wash away, can be convenient for green survival of planting 23, reduces soil erosion simultaneously.

Specifically, the included angle between the downslope 11 and the horizontal plane is thirty degrees to sixty degrees, and the included angle between the horizontal plane of the upslope 12 is twenty degrees to forty degrees; so that a certain angle can be formed between the downgrade 11 and the upgrade 12, thereby facilitating the reduction of the speed of the rainwater down-flow and thus reducing the washing of the slope 1 by the rainwater.

The utility model discloses a theory of operation and use flow: in the concrete implementation, the slope 11 and the ascending slope 12 are dug on the slope 1 in advance, the slope 11 and the ascending slope 12 can form a groove, the groove can block rainwater, the speed of rainwater downflow is reduced, the rainwater which flows down rapidly is prevented from scouring the slope 1, a large amount of soil is taken away, meanwhile, the groove can temporarily retain the rainwater, the soil in the rainwater is convenient to deposit, the soil which is wrapped in the rainwater is reduced, the horizontal protection slope 2 and the vertical protection slope 21 play a role in reinforcing the soil slope 1, the slope 1 is prevented from collapsing, a large amount of soil loss is avoided, the planting groove 22 can be convenient for planting the green plants 23, the soil on the slope 1 is further fixed by utilizing the root of the green plants 23, the water and soil loss phenomenon is reduced, the partition ditch 3 can separate the slope 1 from the horizontal ground, the rainwater on the horizontal ground is prevented from directly flowing into the slope 1, the 1 surperficial discharge in slope that reduces, thereby can reduce the emergence of soil erosion and water loss phenomenon in essence, drain pipe 31 buries underground in slope 1, can be convenient for flow into the water discharge in cutting off ditch 3 with the level subaerial, transparent film 4 can plant 23 initial stages at green and plant 23 and play the guard action to green 23 of planting, rainwater at this moment can be along transparent film 4 direct downflow, avoid planting 23 and slope 1 contact with green, prevent that the rainwater from planting 23 green and do not prick the root firmly and wash away the earth of planting 23 roots with green when planting 23, can be convenient for green the survival of planting 23, reduce soil erosion and water loss simultaneously, green plant 23 survival after, can withdraw transparent film 4.

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 (7)

1. The utility model provides a hydraulic engineering construction concrete slope wall, includes slope (1), its characterized in that: the slope is characterized in that downslopes (11) and upslopes (12) are arranged on the slope (1) in a staggered mode, horizontal protection slopes (2) are poured on the downslopes (11) and the upslopes (12), a plurality of vertical protection slopes (21) which are uniformly distributed are poured between the two horizontal protection slopes (2), planting grooves (22) are formed in the horizontal protection slopes (2) and the vertical protection slopes (21), and green plants (23) are planted in the planting grooves (22).

2. The hydraulic engineering construction concrete slope wall of claim 1, characterized in that: the water-saving slope is characterized in that a partition water channel (3) is formed in the top end of the slope (1), a plurality of lower drainage pipes (31) which are uniformly distributed are fixedly connected to the bottom end of the partition water channel (3), and the lower drainage pipes (31) are buried in the slope (1).

3. The hydraulic engineering construction concrete slope wall of claim 2, characterized in that: the top end of the partition ditch (3) is fixedly connected with a filtering cover plate (32), and the filtering cover plate (32) is in an upward convex arch shape.

4. The hydraulic engineering construction concrete slope wall of claim 2, characterized in that: cut off drain pipe (33) on water channel (3) top fixedly connected with, it is in to go up drain pipe (33) symmetric distribution horizontal bank protection (2) both sides.

5. The hydraulic engineering construction concrete slope wall of claim 4, characterized in that: horizontal bank protection (2) with rainwater passageway (24) have been seted up on vertical bank protection (21), rainwater passageway (24) with go up drain pipe (33) intercommunication.

6. The hydraulic engineering construction concrete slope wall of claim 1, characterized in that: horizontal bank protection (2) top covers has transparent membrane (4), transparent membrane (4) week side with slope (1) fixed connection.

7. The hydraulic engineering construction concrete slope wall of claim 1, characterized in that: the included angle between the downgrade (11) and the horizontal plane is thirty degrees to sixty degrees, and the included angle between the horizontal plane of the upgrade (12) is twenty degrees to forty degrees.

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