CN220619950U - Water conservancy dykes and dams are consolidated in scour protection - Google Patents
Water conservancy dykes and dams are consolidated in scour protection Download PDFInfo
- Publication number
- CN220619950U CN220619950U CN202322171956.5U CN202322171956U CN220619950U CN 220619950 U CN220619950 U CN 220619950U CN 202322171956 U CN202322171956 U CN 202322171956U CN 220619950 U CN220619950 U CN 220619950U
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- dam body
- layer
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- plate
- dams
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 33
- 239000011435 rock Substances 0.000 claims abstract description 24
- 239000004568 cement Substances 0.000 claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 239000011159 matrix material Substances 0.000 claims abstract description 5
- 239000007921 spray Substances 0.000 claims description 19
- 238000001914 filtration Methods 0.000 claims description 13
- 238000011010 flushing procedure Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 4
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000004080 punching Methods 0.000 abstract description 3
- 235000013311 vegetables Nutrition 0.000 abstract description 3
- 241000220317 Rosa Species 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000003621 irrigation water Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Revetment (AREA)
Abstract
The utility model relates to the technical field of water conservancy dams and discloses a water conservancy dam with anti-impact reinforcement, which comprises a matrix assembly, wherein the matrix assembly comprises a baffle, a dam body, a first rock layer, a second rock layer, a vegetation layer, a cement layer and a guardrail, the dam body is fixed on one side of the baffle, the first rock layer is arranged at the bottom of one side of the dam body, the second rock layer is arranged at the top of one side of the dam body, the vegetation layer is arranged at the top of one side of the dam body, the cement layer is fixed at the top of the dam body, and the guardrail is fixed at the top of the cement layer; and the anti-impact assembly is fixed on one side of the dam body. The beneficial effects achieved by the utility model are as follows: through the setting of first rock layer, second rock layer and vegetable layer, can further improve the result of use of dykes and dams, guarantee that dykes and dams are difficult to be broken by punching, through the setting of dashpot and water conservancy diversion hole, can be convenient for cushion the impact force of water to this improves the scour protection effect of dykes and dams.
Description
Technical Field
The utility model relates to the technical field of water conservancy dykes and dams, in particular to an anti-impact reinforced water conservancy dykes and dams.
Background
The water conservancy dykes and dams refer to artificial protrusions which are built for the purposes of regulating the river water flow, preventing flood disasters, storing water resources, providing irrigation water and the like, are mainly composed of earth and stones, concrete or other materials, can resist the river water pressure and the flood impact force, and are usually built on the coast of a river or in a river channel.
However, the water conservancy dykes and dams in the prior art have unsatisfactory anti-impact effect, cannot buffer the impact force of water, and are easy to damage the dykes and dams for a long time, so that the anti-impact reinforced water conservancy dykes and dams are provided.
Disclosure of Invention
(one) solving the technical problems
Aiming at the defects of the prior art, the utility model aims to provide the anti-impact reinforced water conservancy dam which has the advantage of good anti-impact effect, and can effectively solve the problems that the water conservancy dam in the prior art is unsatisfactory in anti-impact effect, cannot buffer the impact force of water and is easy to damage the dam for a long time.
(II) technical scheme
The utility model provides a technical scheme for realizing the purpose, which comprises the following steps of,
the matrix assembly comprises a baffle, a dam body, a first rock layer, a second rock layer, a vegetation layer, a cement layer and a guardrail, wherein the dam body is fixed on one side of the baffle, the first rock layer is arranged at the bottom of one side of the dam body, the second rock layer is arranged at the top of one side of the dam body, the vegetation layer is arranged at the top of one side of the dam body, the cement layer is fixed at the top of the dam body, and the guardrail is fixed at the top of the cement layer; and
the anti-flushing assembly is fixed on one side of the dam body and comprises an anti-flushing plate, a diversion hole and a backflow piece, wherein the anti-flushing plate is fixed on one side of the dam body, the diversion hole is formed in the surface of the anti-flushing plate, and the backflow piece is arranged at the top of the inner cavity of the baffle.
As the preferred scheme, the backward flow spare is including placing chamber, rose box, collecting pipe, the pump body, spray pipe and shower nozzle, place the chamber and offer in the baffle inside, the rose box is fixed in and places the intracavity portion, the collecting pipe communicates in rose box one side, and one end extends to the dam body outside, the pump body communicates in rose box top one side, the spray pipe communicates in the pump body top, and one end extends to the cement layer outside, the shower nozzle communicates in spray pipe one end.
As a preferable scheme, the inner cavity of the filter box is provided with two filter screen plates.
As an optimal scheme, the filter box front is provided with a cover plate, and four corners of the cover plate front are fixed with the filter box through fasteners.
Preferably, a protection plate is arranged at the top of one side of the baffle, and one side of the protection plate is fixed with the baffle through a fastener.
As a preferable scheme, the number of the impact-resistant plates is three, the number of the flow guide holes is three, and the diameters of the three groups of flow guide holes are different.
As an optimal scheme, the inside of the dam body is fixedly connected with reinforcing ribs, and the reinforcing ribs are made of alloy steel materials.
As the preferable scheme, collecting pipe one end intercommunication has the protection casing, and the filtration pore has been seted up on the protection casing surface.
(III) beneficial effects
Compared with the prior art, the utility model has the following beneficial effects: through the setting of first rock layer, second rock layer and vegetable layer, can further improve the result of use of dykes and dams, guarantee that dykes and dams are difficult to be broken by punching, through the setting of dashpot and water conservancy diversion hole, can be convenient for cushion the impact force of water to this improves the scour protection effect of dykes and dams.
Drawings
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is a front cross-sectional view of the present utility model;
FIG. 3 is a left side view of the present utility model;
fig. 4 is a cross-sectional view of the filter box of the present utility model.
In the figure: 1. a base assembly; 101. a baffle; 102. a dam body; 103. a first rock layer; 104. a second rock layer; 105. a vegetation layer; 106. a cement layer; 107. guard bars; 2. an anti-collision component; 201. a wash-resistant plate; 202. a deflector aperture; 203. a reflow member; 2031. a placement cavity; 2032. a filter box; 2033. a collection pipe; 2034. a pump body; 2035. a water spray pipe; 2036. a spray head; 3. a filter screen plate; 4. a cover plate; 5. a protection plate; 6. reinforcing ribs.
Detailed Description
In order that the above-recited objects, features and advantages of the present utility model will become more readily apparent, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, but the present utility model may be practiced in other ways other than those described herein, and persons skilled in the art will readily appreciate that the present utility model is not limited to the specific embodiments disclosed below.
Further, reference herein to "one embodiment" or "an embodiment" means that a particular feature, structure, or characteristic can be included in at least one implementation of the utility model. The appearances of the phrase "in one embodiment" in various places in the specification are not necessarily all referring to the same embodiment, nor are separate or alternative embodiments mutually exclusive of other embodiments.
Example 1
Referring to fig. 1-4, a first embodiment of the present utility model provides an anti-impact reinforcement dam, comprising,
the matrix assembly 1 comprises a baffle 101, a dam body 102, a first rock layer 103, a second rock layer 104, a vegetation layer 105, a cement layer 106 and a guardrail 107, wherein the dam body 102 is fixed on one side of the baffle 101, the first rock layer 103 is arranged at the bottom of one side of the dam body 102, the second rock layer 104 is arranged at the top of one side of the dam body 102, the vegetation layer 105 is arranged at the top of one side of the dam body 102, the cement layer 106 is fixed at the top of the dam body 102, and the guardrail 107 is fixed at the top of the cement layer 106; and
the anti-flushing assembly 2 is fixed on one side of the dam body 102 and comprises an anti-flushing plate 201, a diversion hole 202 and a backflow piece 203, wherein the anti-flushing plate 201 is fixed on one side of the dam body 102, the diversion hole 202 is formed in the surface of the anti-flushing plate 201, and the backflow piece 203 is arranged at the top of an inner cavity of the baffle 101.
Specific: through the setting of first rock layer 103, second rock layer 104 and vegetation layer 105, can further improve the result of use of dykes and dams, guarantee that dykes and dams are difficult to be broken by punching, through the setting of dashpot 201 and water conservancy diversion hole 202, can be convenient for cushion the impact force of water to this improves the scour protection effect of dykes and dams.
Example 2
Referring to fig. 1-4, a second embodiment of the present utility model is based on the previous embodiment.
The reflow element 203 comprises a placing cavity 2031, a filtering box 2032, a collecting pipe 2033, a pump body 2034, a spray pipe 2035 and a spray nozzle 2036, wherein the placing cavity 2031 is arranged inside the baffle 101, the filtering box 2032 is fixed inside the placing cavity 2031, the collecting pipe 2033 is communicated with one side of the filtering box 2032, one end of the collecting pipe extends to the outside of the dam 102, the pump body 2034 is communicated with one side of the top of the filtering box 2032, the spray pipe 2035 is communicated with the top of the pump body 2034, one end of the spray pipe 2036 extends to the outside of the cement layer 106, and the spray nozzle 2035 is communicated with one end of the spray pipe 2035.
Specific: through filter tank 2032, collecting pipe 2033, pump body 2034, spray pipe 2035 and shower nozzle 2036 setting, can be convenient for collect outside water to the operation of watering is carried out to the plant of vegetable layer 105.
The inner cavity of the filter tank 2032 is provided with two filter screen plates 3.
Specific: by the arrangement of the filter screen plate 3, the extracted water can be filtered conveniently, and the blocking of the spray head 2036 is avoided.
The filter tank 2032 is provided with a cover plate 4 on the front surface, and four corners of the front surface of the cover plate 4 are fixed with the filter tank 2032 through fasteners.
Specific: through the setting of apron 4, can be convenient for change the filter screen plate 3, increase the convenience in the use.
Example 3
Referring to fig. 1-4, a third embodiment of the present utility model is based on the two above embodiments.
The top of one side of the baffle 101 is provided with a protection plate 5, and one side of the protection plate 5 is fixed with the baffle 101 through a fastener.
The number of the impact-resistant plates 201 is three, the number of the flow guide holes 202 is three, and the diameters of the three groups of flow guide holes 202 are different.
Specific: by arranging the plurality of groups of impact-resistant plates 201, the impact force of water can be effectively buffered, and the service time of the dam is prolonged.
The inside fixedly connected with strengthening rib 6 of dam body 102, strengthening rib 6 adopts alloy steel material.
Specific: by providing the reinforcing ribs 6, the strength of the dam 102 can be improved.
One end of the collecting pipe 2033 is communicated with a protective cover, and a filtering hole is formed in the surface of the protective cover.
Specific: through the setting of protection casing, can avoid aquatic impurity entering rose box 2032 inside.
The working principle of the utility model is as follows: when the dam body 102 is impacted by water, the impact force of the water moves upwards along the dam body 102, part of water can be left through the inclined plane because the impact plate 201 is arranged into the inclined plane shape, the water with overlarge impact force can pass through the first diversion holes 202 to impact the impact plate 201 arranged at the top again, the inclined plane can filter out part of water again until the last protection plate 5, and the impact force of the water can be effectively buffered through the arrangement of the three protection plates 5 and the diversion holes 202 with different groups of sizes, so that the purpose of impact prevention is achieved.
It should be noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical solution of the present utility model may be modified or substituted without departing from the spirit and scope of the technical solution of the present utility model, which is intended to be covered in the scope of the claims of the present utility model.
Claims (8)
1. The utility model provides a water conservancy dykes and dams is consolidated in scour protection which characterized in that: comprising the steps of (a) a step of,
the matrix assembly (1) comprises a baffle (101), a dam body (102), a first rock layer (103), a second rock layer (104), a vegetation layer (105), a cement layer (106) and a guardrail (107), wherein the dam body (102) is fixed on one side of the baffle (101), the first rock layer (103) is arranged at the bottom of one side of the dam body (102), the second rock layer (104) is arranged at the top of one side of the dam body (102), the vegetation layer (105) is arranged at the top of one side of the dam body (102), the cement layer (106) is fixed at the top of the dam body (102), and the guardrail (107) is fixed at the top of the cement layer (106); and
the anti-flushing assembly (2) is fixed on one side of the dam body (102) and comprises an anti-flushing plate (201), a flow guide hole (202) and a backflow piece (203), wherein the anti-flushing plate (201) is fixed on one side of the dam body (102), the flow guide hole (202) is formed in the surface of the anti-flushing plate (201), and the backflow piece (203) is arranged at the top of an inner cavity of the baffle plate (101).
2. The anti-impact reinforcement hydraulic dike according to claim 1, wherein: the backflow piece (203) comprises a placing cavity (2031), a filtering box (2032), a collecting pipe (2033), a pump body (2034), a spray pipe (2035) and a spray head (2036), wherein the placing cavity (2031) is formed inside a baffle plate (101), the filtering box (2032) is fixed inside the placing cavity (2031), the collecting pipe (2033) is communicated with one side of the filtering box (2032), one end of the collecting pipe extends to the outside of the dam body (102), the pump body (2034) is communicated with one side of the top of the filtering box (2032), the spray pipe (2035) is communicated with the top of the pump body (2034), one end of the spray pipe extends to the outside of a cement layer (106), and the spray head (2036) is communicated with one end of the spray pipe (2035).
3. The anti-impact reinforcement hydraulic dike according to claim 2, wherein: the inner cavity of the filtering box (2032) is provided with two filtering net plates (3).
4. The anti-impact reinforcement hydraulic dike according to claim 2, wherein: the front of the filter box (2032) is provided with a cover plate (4), and four corners of the front of the cover plate (4) are fixed with the filter box (2032) through fasteners.
5. The anti-impact reinforcement hydraulic dike according to claim 1, wherein: the top of one side of the baffle plate (101) is provided with a protection plate (5), and one side of the protection plate (5) is fixed with the baffle plate (101) through a fastener.
6. The anti-impact reinforcement hydraulic dike according to claim 1, wherein: the number of the impact-resistant plates (201) is three, the number of the flow guide holes (202) is three, and the diameters of the three groups of flow guide holes (202) are different.
7. The anti-impact reinforcement hydraulic dike according to claim 1, wherein: the dam body (102) is internally fixedly connected with a reinforcing rib (6), and the reinforcing rib (6) is made of alloy steel.
8. The anti-impact reinforcement hydraulic dike according to claim 2, wherein: one end of the collecting pipe (2033) is communicated with a protective cover, and a filtering hole is formed in the surface of the protective cover.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322171956.5U CN220619950U (en) | 2023-08-14 | 2023-08-14 | Water conservancy dykes and dams are consolidated in scour protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322171956.5U CN220619950U (en) | 2023-08-14 | 2023-08-14 | Water conservancy dykes and dams are consolidated in scour protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220619950U true CN220619950U (en) | 2024-03-19 |
Family
ID=90224703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322171956.5U Active CN220619950U (en) | 2023-08-14 | 2023-08-14 | Water conservancy dykes and dams are consolidated in scour protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220619950U (en) |
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2023
- 2023-08-14 CN CN202322171956.5U patent/CN220619950U/en active Active
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