CN220767893U - River course view shore protection structure - Google Patents
River course view shore protection structure Download PDFInfo
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- CN220767893U CN220767893U CN202322467046.1U CN202322467046U CN220767893U CN 220767893 U CN220767893 U CN 220767893U CN 202322467046 U CN202322467046 U CN 202322467046U CN 220767893 U CN220767893 U CN 220767893U
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- grid baffle
- dam body
- planting
- water
- structure according
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 35
- 238000001914 filtration Methods 0.000 claims abstract description 9
- 230000000737 periodic effect Effects 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a river landscape bank protection structure, which comprises a dam body, wherein a drainage assembly is arranged in the dam body, the drainage assembly comprises a water collecting tank, the water collecting tank is arranged on the outer side of the dam body, the top of the water collecting tank is connected with a grid baffle in a sliding manner, the bottom of the water collecting tank is fixedly provided with a drain pipe, the grid baffle is of an inclined structure, the side wall of the dam body is provided with a planting assembly, the grid baffle is used for filtering sundries in water, and sundries on the surface of the grid baffle can slide out under the impact of water flow; through being provided with drainage subassembly, the debris of passing through the grid baffle of slope structure to the aquatic is filtered, and the debris of filtering can slide out the grid baffle under the impact of rivers for the drain pipe still can keep clean after long-time use, can not cause the influence to normal drainage function, need not to carry out periodic clearance to the grid baffle, has reduced staff's intensity of labour, has improved the practicality of bank protection structure.
Description
Technical Field
The utility model relates to the field of artificial riverways, in particular to a riverway landscape bank protection structure.
Background
The river bank protection engineering is an engineering measure adopted for protecting river banks from being attacked and flushed by water flow, wind and waves. The common river bank protection structure is a hard bank protection structure which is made of concrete and stone mortar, and lacks ecology, greening and landscape.
Through retrieval, the patent of China patent application No. 202122260121.8 discloses a river water system landscape composite ecological bank protection structure, which comprises a dam body, wherein a water guide protection structure is arranged at the lower part of the dam body, and a combined greening structure is arranged on the slope of the dam body.
Above-mentioned patent drainage structures's grid baffle is placed for the level, after long-time use, and the debris of filtering can pile up on its surface, if not to its periodic clearance, can influence grid baffle's filtration function, causes drainage structures's jam, and the practicality is relatively poor, and for this reason, we propose a river course view shore protection structure for solve above-mentioned problem.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provides a river landscape revetment structure.
The utility model solves the technical problems by the following technical proposal: including the dam body, the inside of dam body is provided with drainage subassembly, drainage subassembly includes the water catch bowl, the water catch bowl sets up in the outside of dam body, the top sliding connection of water catch bowl has the grid baffle, the bottom of water catch bowl is fixed with the drain pipe, the grid baffle is the slope structure, the lateral wall of dam body is provided with plants the subassembly, the grid baffle is used for filtering the debris in the aquatic, the debris on grid baffle surface can roll off under the impact of rivers.
As still further aspects of the utility model: the top of the dam body is provided with a sidewalk.
As still further aspects of the utility model: and a guardrail is fixed at the top of the dam body, which is close to the sidewalk.
As still further aspects of the utility model: one side of the dam body is provided with a buffer platform.
As still further aspects of the utility model: the inner wall of the water collecting tank is provided with a diversion inclined table.
As still further aspects of the utility model: the bottom of the grid baffle is fixed with a guide block.
As still further aspects of the utility model: the planting assembly comprises a planting groove, the planting groove is formed in the side wall of the dam body, a plurality of planting frames are fixed on the inner wall of the planting groove, and a plurality of through holes are formed in the inner wall of the planting frame.
In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:
1. through being provided with the drainage subassembly, the debris in the water is filtered through the grid baffle of slope structure, and the debris of filtering can slide out the grid baffle under the impact of rivers for the drain pipe still can keep clean after long-time use, can not cause the influence to normal drainage function, need not to carry out periodic clearance to the grid baffle, has reduced staff's intensity of labour, has improved the practicality of revetment structure;
2. the guide block can play a role in guiding when the grid baffle and the water collecting tank are installed, so that a worker can conveniently install and detach the grid baffle, limit and fix the grid baffle when the grid baffle is used, and the situation that the grid baffle loosens and falls off is prevented;
3. through being provided with planting the subassembly, can plant the green scenery line that the plant formed the river bank limit in planting the frame, be linked together through the through-hole between a plurality of planting frames, the rainwater passes through the through-hole and gets into each planting frame, can carry out the water conservancy diversion by sections to the rainwater, has reduced the erosion of rainwater to the silt on the dam body domatic, guarantees that the rainwater can cover the plant inside each planting frame uniformly.
Drawings
FIG. 1 shows a schematic diagram of an axially measured structure provided in accordance with an embodiment of the present utility model;
FIG. 2 shows a schematic diagram of an isometric cross-sectional structure provided in accordance with an embodiment of the present utility model;
FIG. 3 shows an enlarged schematic view of the portion A in FIG. 2 according to an embodiment of the present utility model;
FIG. 4 shows a schematic view of a drain assembly provided in accordance with an embodiment of the present utility model;
FIG. 5 shows an enlarged schematic view of the portion B of FIG. 4 according to an embodiment of the present utility model;
fig. 6 shows a schematic view of a planting frame structure according to an embodiment of the present disclosure.
Legend description:
100 dam bodies, 110 sidewalks, 120 guardrails, 130 buffer platforms, 210 water collecting tanks, 211 diversion inclined tables, 220 grid baffles, 221 guide blocks, 230 drain pipes, 310 planting tanks, 320 planting frames and 330 through holes.
Detailed Description
In the description of the present utility model, it should be understood that the terms "center," "longitudinal," "transverse," "length," "width," "thickness," "up," "down," "front," "back," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," etc. indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings are merely for convenience in describing the present utility model and to simplify the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present utility model.
In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "provided," "sleeved," "connected," etc. should be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1-6, the present utility model provides a technical solution: the dam comprises a dam body 100, wherein a sidewalk 110 is arranged at the top of the dam body 100, a guardrail 120 is fixed at the top of the dam body 100, which is close to the sidewalk 110, a drainage assembly is arranged in the dam body 100, and the drainage assembly comprises a water collecting tank 210, a grid baffle 220 and a drainage pipe 230; through being provided with drainage assembly, through the grid baffle 220 of slope structure to filtering debris in the aquatic, the debris of filtering can slide out grid baffle 220 under the impact of rivers for drain pipe 230 still can keep clean after long-time use, can not cause the influence to normal drainage function, need not to carry out periodic clearance to grid baffle 220, has reduced staff's intensity of labour, has improved the practicality of revetment structure.
Specifically, a buffer platform 130 is disposed at one side of the dam 100; the buffer platform 130 can buffer and slow down the water flowing down, so that the impact of the water flow on the outer wall of the dam 100 is reduced.
Specifically, the inner wall of the water collecting tank 210 is provided with a diversion ramp 211; by providing the diversion ramp 211, water inside the sump 210 can be rapidly directed to the drain pipe 230 position, improving the drain rate of the drain assembly.
Specifically, a guide block 221 is fixed at the bottom of the grille shutter 220; through being provided with guide block 221 can play the effect of direction when grid baffle 220 and water catch bowl 210 installation, make things convenient for the staff to install and dismantle grid baffle 220 to can carry out spacing fixed to it when grid baffle 220 uses, prevent grid baffle 220 to appear becoming flexible the condition that drops.
Specifically, the planting assembly includes a planting groove 310, the planting groove 310 is disposed on a side wall of the dam 100, a plurality of planting frames 320 are fixed on an inner wall of the planting groove 310, and a plurality of through holes 330 are formed in an inner wall of the planting frames 320; through being provided with planting the subassembly, can plant the green scenery of plant formation river bank limit in planting frame 320, be linked together through-hole 330 between a plurality of planting frames 320, the rainwater passes through-hole 330 and gets into each planting frame 320, can carry out the water conservancy diversion by sections to the rainwater, has reduced the erosion of rainwater to the silt on the dam body slope, guarantees that the rainwater can cover the plant inside each planting frame 320 uniformly.
Working principle: when in use, pedestrians can walk on the sidewalk 110, the guard bars 120 are arranged to prevent the pedestrians from accidentally falling off the inclined bank slopes, when in raining, plants can be planted in the planting frames 320 to form green scenery on the sides of the river bank, the planting frames 320 are communicated through the through holes 330, rainwater enters each planting frame 320 through the through holes 330, the rainwater can be guided by sections, the erosion of the rainwater to silt on the slope of the dam body is reduced, the rainwater can be ensured to uniformly cover the plants in each planting frame 320, the filtered sundries in the water are filtered through the grid baffle 220 of the inclined structure, the filtered sundries can slide out of the grid baffle 220 under the impact of the water flow, so that the grid baffle 220 can be kept clean after long-time use, can not lead to the fact the influence to normal drainage function, need not to carry out periodic clearance to grid baffle 220, reduced staff's intensity of labour, when overhauling grid baffle 220, can play the effect of direction when grid baffle 220 and water catch bowl 210 are installed through guide block 221, make things convenient for the staff to install and dismantle grid baffle 220, and can carry out spacing fixed to it when grid baffle 220 uses, prevent grid baffle 220 to appear not hard up the condition that drops, the rainwater passes through drain pipe 230 and discharges, a portion rainwater flows down at dam body 100, can play the effect of buffering speed reduction to the water that flows down through buffer platform 130, reduce the impact that rivers caused the dam body 100 outer wall.
While the present utility model has been disclosed with reference to the embodiments and the accompanying drawings, it will be understood by those skilled in the art that: various substitutions, changes and modifications are possible without departing from the spirit and scope of the utility model and the appended claims, and therefore the scope of the utility model is not limited to the embodiments and the disclosure of the drawings.
Claims (7)
1. The utility model provides a river course view shore protection structure, its characterized in that, includes dam body (100), the inside of dam body (100) is provided with drainage subassembly, drainage subassembly includes water catch bowl (210), water catch bowl (210) set up in the outside of dam body (100), the top sliding connection of water catch bowl (210) has grid baffle (220), the bottom of water catch bowl (210) is fixed with drain pipe (230), grid baffle (220) are the slope structure, the lateral wall of dam body (100) is provided with the planting subassembly, grid baffle (220) are used for filtering debris in the water, debris on grid baffle (220) surface can roll off under the impact of rivers.
2. A river landscape revetment structure according to claim 1, wherein the top of the dam (100) is provided with a sidewalk (110).
3. A river course landscape revetment structure according to claim 2, characterized in that the top of the dam body (100) close to the sidewalk (110) is fixed with a guard rail (120).
4. A river landscape revetment structure according to claim 3, wherein a buffer platform (130) is provided on one side of the dam (100).
5. A river course landscape revetment structure according to claim 1, characterized in that the inner wall of the water collection trough (210) is provided with a diversion ramp (211).
6. The riverway landscape revetment structure according to claim 5, wherein a guide block (221) is fixed to the bottom of the grille shutter (220).
7. The riverway landscape revetment structure according to claim 1, wherein the planting assembly comprises a planting groove (310), the planting groove (310) is formed in the side wall of the dam body (100), a plurality of planting frames (320) are fixed on the inner wall of the planting groove (310), and a plurality of through holes (330) are formed in the inner wall of the planting frames (320).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322467046.1U CN220767893U (en) | 2023-09-12 | 2023-09-12 | River course view shore protection structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322467046.1U CN220767893U (en) | 2023-09-12 | 2023-09-12 | River course view shore protection structure |
Publications (1)
Publication Number | Publication Date |
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CN220767893U true CN220767893U (en) | 2024-04-12 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202322467046.1U Active CN220767893U (en) | 2023-09-12 | 2023-09-12 | River course view shore protection structure |
Country Status (1)
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CN (1) | CN220767893U (en) |
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2023
- 2023-09-12 CN CN202322467046.1U patent/CN220767893U/en active Active
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