CN219386166U - Slope protection device for hydraulic and hydroelectric engineering - Google Patents
Slope protection device for hydraulic and hydroelectric engineering Download PDFInfo
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- CN219386166U CN219386166U CN202320566750.XU CN202320566750U CN219386166U CN 219386166 U CN219386166 U CN 219386166U CN 202320566750 U CN202320566750 U CN 202320566750U CN 219386166 U CN219386166 U CN 219386166U
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- slope protection
- counter weight
- permeable concrete
- weight wall
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Abstract
The utility model discloses a slope protection device for water conservancy and hydropower engineering, which comprises a river channel, a slope protection foundation, a dredging channel, a permeable concrete supporting plate, a counterweight wall, slope protection hollow bricks, stepping stairs, a connecting platform and a drainage cover, wherein the two sides of the river channel are respectively provided with the slope protection foundation, the permeable concrete supporting plate is respectively arranged at the inner side of the top of the slope protection foundation, the counterweight wall is respectively arranged at the outer side of the top of the slope protection foundation, the dredging channel is arranged between the permeable concrete supporting plate and the counterweight wall at the same side, the slope protection hollow bricks are arranged at the outer side of the counterweight wall, the stepping stairs are respectively arranged at the outer side of the counterweight wall at equal intervals, the connecting platform is used for connecting the tops of the dredging channels at equal intervals, and the drainage cover is respectively arranged at the tops of the dredging channel except the connecting platform. The utility model has reasonable design, and the silt at the bottom of the river channel is driven to pass through the permeable concrete support plate to enter the dredging channel by the running of the past ship, so as to clean the silt at regular intervals and prevent the silt deposition of the river bed.
Description
Technical Field
The utility model relates to a slope protection device for hydraulic and hydroelectric engineering.
Background
The slope protection refers to the collective name of various paving and planting on the slope surface for preventing the slope from being washed. The river reach where the bridge site is located is flushed by water flow year by year, so that the river bank is continuously collapsed. Meanwhile, as the two sides of the river bed are reinforced by the slope protection, the sludge at the bottom of the river bed is accumulated, so that the river bed rises and the flow speed is slow.
Disclosure of Invention
The utility model aims to provide a slope protection device for hydraulic and hydroelectric engineering, which aims to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a hydraulic and hydroelectric engineering's bank protection device, includes river course, bank protection foundation, dredging canal, permeable concrete backup pad, counter weight wall, slope protection hollow brick, steps stair, connection platform, drainage lid, the bank protection foundation has all been pour to the river course both sides, permeable concrete backup pad has been pour to bank protection foundation top inboard, counter weight wall has been pour in the bank protection foundation top outside, the dredging canal has been seted up between homonymy permeable concrete backup pad and the counter weight wall, the slope protection hollow brick is installed in the counter weight wall outside, the stair of marking time has been seted up to counter weight wall outside equidistance, connection platform is installed at the stair top of marking time, connection platform is with dredging canal top equidistance connection, the drainage lid is all installed except that connection platform at dredging canal top.
Preferably: slope protection ground and counter weight wall all adopt the closely knit structure asphalt concrete material preparation of skeleton, the concrete backup pad that permeates water adopts skeleton space structure asphalt concrete material.
The beneficial effects of the utility model are as follows: the utility model has reasonable design, and the silt at the bottom of the river channel is driven to pass through the permeable concrete support plate to enter the dredging channel by the running of the past ship, so as to clean the silt at regular intervals and prevent the silt deposition of the river bed.
Drawings
Fig. 1 is a schematic structural view of a slope protection device for hydraulic and hydroelectric engineering.
In the figure: 1. river course, 2, bank protection ground, 3, desilting canal, 4, permeable concrete backup pad, 5, counter weight wall, 6, bank protection hollow brick, 7, stair of marking time, 8, connection platform, 9, drainage cover.
Detailed Description
The utility model is further illustrated by the following description in conjunction with the accompanying drawings and specific embodiments:
as shown in fig. 1, a hydraulic and hydroelectric engineering's slope protection device, including river course 1, bank protection foundation 2, desilting canal 3, permeable concrete backup pad 4, counter weight wall 5, slope protection hollow brick 6, step stair 7, connecting platform 8, drainage lid 9, bank protection foundation 2 has all been pour to river course 1 both sides, permeable concrete backup pad 4 has been pour to bank protection foundation 2 top inboard, counter weight wall 5 has been pour in bank protection foundation 2 top outside, the desilting canal 3 has been seted up between homonymy permeable concrete backup pad 4 and counter weight wall 5, slope protection hollow brick 6 is installed in counter weight wall 5 outside, step stair 7 has been seted up to counter weight wall 5 outside equidistance, connecting platform 8 is installed at step stair 7 top, connecting platform 8 is with desilting canal 3 top equidistance connection, drainage lid 9 is all installed except connecting platform 8 at desilting canal 3 top. Slope protection foundation 2 and counter weight wall 5 all adopt the closely knit structure asphalt concrete material preparation of skeleton, the concrete backup pad 4 that permeates water adopts skeleton space structure asphalt concrete material.
The application method of the utility model comprises the following steps: the silt at the bottom of the river channel 1 is driven to pass through the permeable concrete support plate 4 to enter the dredging channel 3 through the passing ship, and is cleaned regularly, so that the deposition of the silt of the river bed is prevented.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. Accordingly, the embodiments are to be considered in all respects as illustrative and all equivalent variations within the scope of the utility model are intended to be embraced thereby.
Claims (2)
1. The utility model provides a slope protection device of hydraulic and hydroelectric engineering, includes river course (1), slope protection foundation (2), desilting canal (3), permeable concrete backup pad (4), counter weight wall (5), slope protection hollow brick (6), stair (7) step on, connection platform (8), drainage lid (9), its characterized in that: river course (1) both sides have all been pour slope protection ground (2), slope protection ground (2) top inboard has been pour permeable concrete backup pad (4), counter weight wall (5) have been pour in slope protection ground (2) top outside, homonymy dredging channel (3) have been seted up between permeable concrete backup pad (4) and counter weight wall (5), slope protection hollow brick (6) are installed in counter weight wall (5) outside, stair (7) have been seted up to counter weight wall (5) outside equidistance, connecting platform (8) are installed at stair (7) top of marking time, connecting platform (8) are connected dredging channel (3) top equidistance, drainage cover (9) are all installed except connecting platform (8) at dredging channel (3) top.
2. The slope protection device of hydraulic and hydroelectric engineering according to claim 1, wherein: slope protection foundation (2) and counter weight wall (5) all adopt the closely knit structure asphalt concrete material preparation of skeleton, permeable concrete backup pad (4) adopt skeleton space structure asphalt concrete material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320566750.XU CN219386166U (en) | 2023-03-22 | 2023-03-22 | Slope protection device for hydraulic and hydroelectric engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320566750.XU CN219386166U (en) | 2023-03-22 | 2023-03-22 | Slope protection device for hydraulic and hydroelectric engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219386166U true CN219386166U (en) | 2023-07-21 |
Family
ID=87169306
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320566750.XU Active CN219386166U (en) | 2023-03-22 | 2023-03-22 | Slope protection device for hydraulic and hydroelectric engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219386166U (en) |
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2023
- 2023-03-22 CN CN202320566750.XU patent/CN219386166U/en active Active
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