CN221193180U - Hydraulic structure of revetment engineering - Google Patents

Abstract

The utility model relates to the technical field of shore protection engineering, in particular to a hydraulic structure of a shore protection engineering, which comprises a dyke base layer, wherein a covering layer is poured on the upper surface of the dyke base layer, the covering layer comprises a shore channel, a first slope, a channel and a second slope which are sequentially connected from top to bottom, a vertical rod is fixedly arranged on the upper surface of the channel, a circulating groove is further formed in the upper surface of the channel, an interception rod is fixedly arranged in the circulating groove, and a vegetation layer is fixedly arranged on the surface of the first slope.

Description

Hydraulic structure of revetment engineering

Technical Field

The utility model relates to the technical field of revetment engineering, in particular to a hydraulic structure of a revetment engineering.

Background

The revetment refers to a protective facility constructed to protect the banks of rivers, lakes, seawalls from water currents, stormy waves, sea tides and scour. After the construction of some revetments is completed, people can walk and chat on the sides of the revetments, and can enjoy the scenery. However, the revetment for people to walk has defects that people can easily leave garbage on the shore, and sanitation workers clean the garbage every day, but in heavy rainy days, the garbage can easily flow into a lake along with flowing rainwater, so that the environment in the lake is influenced.

Disclosure of utility model

The utility model aims to solve the defect that garbage left on the shore easily flows into a lake in a rainy day in the prior art, and provides a hydraulic structure of a shore protection project.

In order to achieve the above purpose, the present utility model adopts the following technical scheme:

The utility model provides a hydraulic structure of shore protection engineering, includes dyke basic unit, dyke basic unit upper surface has been pour the overburden, and this overburden includes from the top down continuous bank way, first slope, channel and the second slope that sets gradually, surface fixed mounting has the montant on the channel, the circulation groove has still been seted up to channel upper surface, the inside fixed mounting of circulation groove has the interception pole, first slope surface fixed mounting has the vegetation layer.

Preferably, the vertical rods are uniformly distributed along the channel, a protection rod is fixedly arranged between the vertical rods, and a protection net is fixedly arranged below the protection rod.

Preferably, a cover frame is arranged on the upper cover of the circulation groove, a screen plate is fixedly arranged in the cover frame, and one end, close to the second slope, of the screen plate is arranged in a downward inclined mode.

Preferably, a pedestrian ladder is fixedly arranged between the vegetation layers.

Preferably, the second slope surface is uniformly carved with scales.

The hydraulic structure of the revetment project has the beneficial effects that: this bank protection engineering hydraulic structure sets up at the lake limit, and people can carry out simple activity through the step of people and corridor, can protect people through the montant, further improves the protection effect through guard lever and protection network, in rainy day, can discharge the rainwater fast through the circulation groove, can block rubbish through the interception pole, temporarily store rubbish through the circulation groove, and the otter board can block rubbish, avoids wind to blow out rubbish from the circulation inslot, can avoid rubbish to get into in the lake.

Drawings

FIG. 1 is a schematic cross-sectional view of a hydraulic structure of a revetment project according to the present utility model;

FIG. 2 is a schematic top view of a hydraulic structure of a revetment project according to the present utility model;

fig. 3 is an enlarged schematic view of the structure at B in fig. 1.

In the figure: the wall comprises a dyke base layer 1, a shore 2, a first slope 3, a channel 4, a second slope 5, a vertical rod 6, a protection rod 7, a protection net 8, an illuminating lamp 9, a circulation groove 10, an interception rod 11, a cover frame 12, a screen 13, a pedestrian ladder 14 and a vegetation layer 15.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.

Example 1

Referring to fig. 1-3, a hydraulic structure of a revetment project comprises a dyke base layer 1, wherein a covering layer is poured on the upper surface of the dyke base layer 1, the covering layer comprises a shore 2, a first slope 3, a channel 4 and a second slope 5 which are sequentially connected from top to bottom, as shown in the attached drawings, the first slope 3 and the second slope 5 are obliquely arranged, a vegetation layer 15 is fixedly arranged on the surface of the first slope 3, green plants are cultivated in the vegetation layer 15, the effect of attractive appearance is achieved, a pedestrian ladder 14 is fixedly arranged between the vegetation layers 15, and the pedestrian ladder 14 is used for pedestrians to walk.

Pedestrians can reach the channel 4 from the shore 2 through the pedestrian ladder 14, the channel 4 is used for the pedestrians to walk, the pedestrians can enjoy the lake scenery on the shore, the pedestrians can walk slowly and chat, even run and exercise, and the pedestrians can sit on the pedestrian ladder 14 to rest. The scale is evenly carved on the second slope 5 surface, can submerge the bottom of second slope 5 after the water level in the lake rises, in order to make things convenient for people to observe the degree that the water level risees and know, through carved with the scale marking that is obvious, the pedestrian can be through the marking that shows the bank to the change condition of water level. The top height of the second slope 5 is generally higher than the highest height of the water level line in the lake, so that the water in the lake can not submerge the channel 4, and people can rest the channel 4

The vertical rods 6 are fixedly arranged on the upper surface of the channel 4, the vertical rods 6 are vertically arranged, the vertical rods 6 are uniformly distributed along the channel 4, the vertical rods 6 are positioned on one side of the channel 4, which is close to the second slope 5, people move on the channel 4, and the warning and protection functions are achieved through the vertical rods 6. The protection pole 7 is fixedly installed between the vertical poles 6, the protection effect between the vertical poles 6 can be increased by the protection pole 7, if people slide down from between the vertical poles 6, people can be blocked by the protection pole 7, the protection net 8 is fixedly arranged below the protection pole 7, the protection net 8 is a metal net, the protection net 8 is mainly used for protecting children, the children are prevented from penetrating through the protection pole 7, and good safety protection effect can be achieved through the vertical poles 6, the protection pole 7 and the protection net 8.

In heavy rainy days, the water flow speed is higher, and garbage which is not cleaned by sanitation workers can easily flow into the lake along with rainwater, so that the environment in the lake is influenced. The circulation groove 10 has still been seted up to the channel 4 upper surface, and channel 4 can in time be discharged into the lake through circulation groove 10 in, and the rubbish of not in time clearing up on the channel 4 can flow into circulation groove 10 under the drive of rainwater in, and circulation groove 10 inside fixed mounting has interception pole 11, can block rubbish through interception pole 11, and water can be discharged into the lake from circulation groove 10 bottom in, and is quick convenient. The cover frame 12 is arranged above the circulation groove 10 in a covering manner, the cover frame 12 can be taken out, and garbage in the circulation groove 10 can be cleaned uniformly by taking out the cover frame 12. The inside fixed mounting of lid frame 12 has otter board 13, and the one end downward sloping setting that otter board 13 is close to second slope 5, and when the rainwater was too big, the rainwater was carried rubbish and is got into circulation inslot 10, and otter board 13 can shelter from circulation inslot 10 top, prevents that wind from blowing out rubbish from circulation inslot 10. The protection net 8 also has a blocking effect on the garbage, and prevents the garbage from being blown into the lake.

Working principle: this bank protection engineering hydraulic structure sets up in the lake side, people can be through the activity on step 14 and the corridor 4, can protect people through montant 6, further improve the protection effect through guard bar 7 and protection network 8, in big rainy day, the rainwater can directly dash the rubbish that sanitation workman did not clean into circulation tank 10, can block rubbish through interception pole 11, can discharge the rainwater fast through circulation tank 10, temporarily store rubbish through circulation tank 10, otter board 13 can block rubbish, avoid wind to blow out rubbish from circulation tank 10 in, scale marking through second slope 5 surface setting can let people observe the change condition of water line in the lake.

The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.

Claims (5)

1. The utility model provides a bank protection engineering hydraulic structure, includes dyke basic unit (1), its characterized in that, dyke basic unit (1) upper surface has been pour the overburden, and this overburden includes bank way (2), first slope (3), corridor (4) and second slope (5) that link to each other in proper order from the top down, surface fixed mounting has montant (6) on corridor (4), circulation groove (10) have still been seted up to corridor (4) upper surface, circulation groove (10) internally mounted has interception pole (11), first slope (3) surface fixed mounting has vegetation layer (15).

2. The shore protection engineering hydraulic structure according to claim 1, wherein the vertical rods (6) are uniformly distributed along the channel (4), a protection rod (7) is fixedly installed between the vertical rods (6), and a protection net (8) is fixedly arranged below the protection rod (7).

3. The shore protection engineering hydraulic structure according to claim 1, wherein a cover frame (12) is covered above the circulation groove (10), a screen plate (13) is fixedly installed inside the cover frame (12), and one end of the screen plate (13) close to the second slope (5) is arranged in a downward inclined mode.

4. The shore protection engineering hydraulic structure according to claim 1, characterized in that a step (14) is fixedly arranged between the vegetation layers (15).

5. Revetment engineering hydraulic structure according to claim 1, characterized in that the second slope (5) is evenly engraved with graduations on its surface.