CN220746781U - Seepage-proof hydraulic engineering dykes and dams - Google Patents
Seepage-proof hydraulic engineering dykes and dams Download PDFInfo
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- CN220746781U CN220746781U CN202322473205.9U CN202322473205U CN220746781U CN 220746781 U CN220746781 U CN 220746781U CN 202322473205 U CN202322473205 U CN 202322473205U CN 220746781 U CN220746781 U CN 220746781U
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- dyke
- dams
- dykes
- impermeable
- seepage
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- 230000002265 prevention Effects 0.000 claims abstract description 50
- 238000009434 installation Methods 0.000 claims abstract description 20
- 238000005452 bending Methods 0.000 claims description 18
- 238000007789 sealing Methods 0.000 claims description 12
- 230000000149 penetrating effect Effects 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 14
- 230000008595 infiltration Effects 0.000 abstract description 7
- 238000001764 infiltration Methods 0.000 abstract description 7
- 238000010030 laminating Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 230000004888 barrier function Effects 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
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Abstract
The application relates to an anti-seepage hydraulic engineering dykes and dams, which comprises dykes and dams bodies, be formed with the mounting groove on the dykes and dams face of dykes and dams body, the multiunit dykes and dams face prevention of seepage installation unit has been laid to the mounting groove, adjacent two sets of laminating contact between the dykes and dams face prevention of seepage installation unit, and adjacent two sets of card fixedly connected between the dykes and dams face prevention of seepage installation unit, detachably fixed connection between dykes and dams face prevention of seepage installation unit and the dykes and dams body. The application has the connection cooperation through multiunit dyke face prevention of seepage installation unit on the dyke body for the dyke face is convenient for utilize the equipment cooperation of multiunit dyke face prevention of seepage installation unit to cover the dyke face when dyke face width is longer, and can utilize the chucking cooperation between two sets of adjacent dyke face prevention of seepage installation units to reduce the effect of infiltration dyke body in the gap between the adjacent dyke face prevention of seepage installation unit of water.
Description
Technical Field
The application relates to the technical field of hydraulic engineering, in particular to an anti-seepage hydraulic engineering dam.
Background
Hydraulic engineering needs to build different types of hydraulic structures such as dams, dykes, spillways, sluice gates, water inlets, channels, raft grooves, raft ways, fishways and the like so as to achieve the aim. The dykes and dams of building in hydraulic engineering work are used for intercepting flood, control the trend of water, nevertheless the dykes and dams circumstances of infiltration appear easily after long-time work, and the technology is improper also can cause dykes and dams fracture when building and lead to the infiltration.
The chinese patent of publication No. CN218861454U in the related art proposes an anti-seepage hydraulic engineering dykes and dams, prevents infiltration moisture in the dykes and dams body through prevention of seepage water subassembly, and the rainwater flows into the catch basin, filters the rubbish in the rainwater through the filter screen in the catch basin for, then the rainwater flows out from the running water pipeline, finally arranges in the water channel, prevents in the novel well through preventing rainwater infiltration dykes and dams body in the catch basin, has increased the life of dykes and dams body, lets dykes and dams body more stable.
The related art in the above has the following drawbacks: when the length of the dyke surface of the dyke body is longer and the width is wider, the area needing to be covered by seepage prevention is larger, so that a plurality of groups of seepage prevention components are required to be paved for protecting the dyke body, but gaps are easy to exist between adjacent seepage prevention components, and water body is enabled to permeate into the dyke body.
Disclosure of Invention
In order to improve when laying multiunit prevention of seepage water subassembly and protecting the dyke body, there is the gap in the relatively easily existence between adjacent prevention of seepage water subassembly to make the problem of water infiltration dyke body, this application provides an prevention of seepage hydraulic engineering dykes and dams.
The application provides an anti-seepage hydraulic engineering dykes and dams adopts following technical scheme:
the utility model provides an prevention of seepage hydraulic engineering dykes and dams, includes the dyke body, be formed with the mounting groove on the dyke face of the dyke body, the multiunit dyke face prevention of seepage installation unit has been laid to the mounting groove, adjacent two sets of laminating contact between the dyke face prevention of seepage installation unit, and adjacent two sets of the card is fixedly connected between the dyke face prevention of seepage installation unit, detachably fixed connection between dyke face prevention of seepage installation unit and the dyke body.
The dyke face seepage prevention installation unit comprises a dyke top seepage prevention body and a dyke bottom seepage prevention body, adjacent ends of the dyke top seepage prevention body and the dyke bottom seepage prevention body are detachably connected and fixed, side embedded blocks are fixed on one sides of the dyke top seepage prevention body and one side of the dyke bottom seepage prevention body, embedded grooves matched with the side embedded blocks are formed on the other sides of the dyke top seepage prevention body and the dyke bottom seepage prevention body, and fixing holes penetrating through the dyke top seepage prevention body and the dyke bottom seepage prevention body are formed on the top of the dyke top seepage prevention body and the bottom of the dyke bottom seepage prevention body.
Furthermore, the outside cover of side abaculus is equipped with the sealing washer, and the sealing washer bonding is fixed on the outer wall of side abaculus for utilize the sealing washer chucking when the side abaculus inserts in the adjacent caulking groove.
Still further, dyke top prevention of seepage body includes the bent plate of laminating with dyke body top, the bent plate is formed with a plurality of groups of baffle that buckle in one side of dyke body dorsad, forms the drainage runner between the baffle of adjacent two groups of buckling, dyke bottom prevention of seepage body includes the flat board of laminating with dyke body bottom, the flat board is formed with a plurality of groups of flat baffles in one side of dyke body dorsad, forms the drainage runner between the adjacent two groups of flat baffles, and the drainage runner of dyke top prevention of seepage body and the drainage runner of dyke bottom prevention of seepage body are aligned each other.
Furthermore, the side embedded blocks and the embedded grooves formed on the side wall of the dyke top anti-seepage body are the same as the cross section of the bent plate, and the side embedded blocks and the embedded grooves formed on the side wall of the dyke bottom anti-seepage body are the same as the cross section of the flat plate.
Further, an upper step surface is formed at the bottom of one end of the bending plate, which is close to the flat plate, and a lower step surface matched with the upper step surface is formed at the top of one end of the flat plate, which is close to the bending plate.
Further, a countersunk hole penetrating through the bent plate is formed above the upper step surface, and a connecting hole penetrating through the flat plate is formed above the lower step surface.
Further, a gasket is arranged between the upper step surface and the lower step surface, and the gasket is embedded into a gap between the upper step surface and the lower step surface.
Further, a top surface runner groove is formed at the top of the drainage runner of the bent plate, the inner side wall of the top surface runner groove is inclined towards the inner middle part of the top surface runner groove, and the section of the top surface runner groove is arranged into an inverted triangle.
The beneficial technical effects of this application are: the tight fit of the connection part of the dyke-top impermeable body and the dyke-bottom impermeable body in the dyke-side impermeable mounting unit is used for reducing water from the joint part of the dyke-top impermeable body and the dyke-bottom impermeable body to permeate the dyke-side body when the dyke-side impermeable mounting unit is mounted on the dyke-side body, facilitating the mounting and use of the dyke-side surface of the dyke-side body through the assembly fit of the dyke-top impermeable body and the dyke-bottom impermeable body when the dyke-side surface is longer, and facilitating the covering of the dyke-side surface by the assembly fit of the dyke-side impermeable mounting units when the dyke-side surface is wider.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a dam of the seepage-proofing hydraulic engineering according to the embodiment of the application;
FIG. 2 is a schematic diagram of a mating structure of a bank and a set of bank face barrier mounting units according to an embodiment of the present application;
FIG. 3 is a schematic view of a dyke side barrier mounting unit according to an embodiment of the present application;
FIG. 4 is a schematic view of the construction of a dyke side barrier mounting unit according to an embodiment of the present application at another angle;
FIG. 5 is a schematic view of a construction of a dyke-top barrier according to an embodiment of the present application;
fig. 6 is a schematic view of the structure of a dyke-bottom impermeable body according to an embodiment of the present application.
Reference numerals: 10. a dike body; 11. a mounting groove; 20. a dyke surface seepage-proofing installation unit; 21. a dyke top seepage-proofing body; 211. a bending plate; 212. bending the baffle; 213. a top surface runner groove; 214. a countersunk hole; 215. an upper step surface; 22. a dyke bottom seepage-proofing body; 221. a flat plate; 222. a flat baffle; 223. a connection hole; 224. a lower step surface; 23. a side insert; 24. a seal ring; 25. a caulking groove; 26. and a fixing hole.
Detailed Description
The following description of the embodiments of the present application will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the utility model are shown. All other embodiments, which can be made by one of ordinary skill in the art without undue burden from the present disclosure, are within the scope of the present disclosure.
The embodiment of the application discloses an anti-seepage hydraulic engineering dykes and dams. Referring to fig. 1 to 6, the impermeable hydraulic engineering dike may be provided with a mounting groove 11 on the dike body 10 in advance for positioning the mounting area, and a plurality of sets of dike face impermeable mounting units 20 may be installed in the mounting groove 11 to cover the mounting groove 11, so that the dike body 10 is impermeable-protected by the plurality of sets of dike face impermeable mounting units 20. The two adjacent groups of dyke surface seepage-proofing installation units 20 are in fit contact, and the two adjacent groups of dyke surface seepage-proofing installation units 20 are fixedly connected in a clamping manner, so that the adjacent dyke surface seepage-proofing installation units 20 are tightly paved. The dyke surface seepage-proofing installation unit 20 and the dyke body 10 are detachably fixed by using screws or steel nails.
In the present embodiment, the bank face barrier mounting unit 20 includes a bank top barrier body 21 and a bank bottom barrier body 22, and adjacent ends of the bank top barrier body 21 and the bank bottom barrier body 22 are detachably fixed with countersunk screws. Side embedded blocks 23 are fixed on one sides of the dyke-top impermeable body 21 and the dyke-bottom impermeable body 22, embedded grooves 25 with the side embedded blocks 23 are formed on the other sides of the dyke-top impermeable body 21 and the dyke-bottom impermeable body 22, the side embedded blocks 23 and the embedded grooves 25 formed on the side wall of the dyke-top impermeable body 21 are identical to the cross section of the bending plate 211 in the dyke-top impermeable body 21, and the side embedded blocks 23 and the embedded grooves 25 formed on the side wall of the dyke-bottom impermeable body 22 are identical to the cross section of the flat plate 221 in the dyke-bottom impermeable body 22, so that the adjacent dyke-side impermeable mounting units 20 can be inserted into the embedded grooves 25 by utilizing the corresponding side embedded blocks 23 for clamping connection. The top of the bank top impermeable body 21 and the bottom of the bank bottom impermeable body 22 are formed with fixing holes 26 penetrating through themselves so that screws or steel nails can be fixed on the bank body 10 after passing through the fixing holes 26.
In this embodiment, the outside cover of side abate 23 is equipped with sealing washer 24, and sealing washer 24 bonding is fixed on the outer wall of side abate 23 for utilize sealing washer 24 chucking when side abate 23 inserts adjacent caulking groove 25, thereby make adjacent two sets of dyke face prevention of seepage installation unit 20 connect comparatively closely, prevent the infiltration of water from the seam crossing between the two dyke body 10.
In this embodiment, the bank top barrier 21 includes a curved plate 211 attached to the top of the bank 10, and the shape of the curved plate 211 is matched with the shape of the top of the bank 10 so that it can be laid in contact with the bank 10. A plurality of groups of bending baffles 212 are formed on one side of the bending plate 211, which is away from the dike body 10, and drainage flow channels are formed between two adjacent groups of bending baffles 212, so that the drainage flow channels can guide the dropped rainwater. The top of the drainage channel of the bent plate 211 is formed with a top surface channel groove 213, the inner side wall of the top surface channel groove 213 is inclined toward the inner middle part thereof, the section of the top surface channel groove 213 is set to be inverted triangle, the top surface channel groove 213 can guide and accumulate the water body which is dropped on the top surface plane in the corresponding drainage channel, and the water body in the top surface channel groove 213 can flow downwards after being accumulated. The bending plate 211 and the plurality of groups of bending baffles 212 can be made of waterproof materials such as PVC plastic plates and the like which are integrally formed. The bottom of one end of the bending plate 211, which is close to the flat plate 221, is formed with an upper step surface 215, and a counter bore 214 penetrating the bending plate 211 is formed above the upper step surface 215. The dyke bottom anti-seepage body 22 comprises a flat plate 221 attached to the bottom of the dyke body 10, a plurality of groups of flat baffles 222 are formed on one side of the flat plate 221, which faces away from the dyke body 10, and the flat plate 221 and the groups of flat baffles 222 can be made of waterproof materials such as PVC plastic plates in an integrated manner. Drainage channels are formed between two adjacent groups of flat baffles 222, and the drainage channels of the dyke-top impermeable bodies 21 and the drainage channels of the dyke-bottom impermeable bodies 22 are aligned with each other, so that rainwater can be guided by the drainage channels to be conveyed to the dyke bottom. The top of one end of the flat plate 221, which is close to the curved plate 211, is formed with a lower step surface 224 which is matched with the upper step surface 215, and the lower step surface 224 and the upper step surface 215 can be buckled together, so that the dyke top impermeable body 21 and the dyke bottom impermeable body 22 are spliced to form a whole. A connection hole 223 penetrating the flat plate 221 is formed above the lower stepped surface 224, and the connection hole 223 is longitudinally aligned with the corresponding counter bore 214, so that the two can be fixedly connected by means of counter bolts, and the counter bolts are embedded into the counter bore 214 to avoid blocking the drainage flow path. A sealing gasket is arranged between the upper step surface 215 and the lower step surface 224, and the sealing gasket is embedded into a gap between the upper step surface 215 and the lower step surface 224 so that the sealing gasket can be pressed after the upper step surface 215 and the lower step surface 224 are connected by using countersunk screws, thereby preventing water seepage from occurring at the joint of the dyke top impermeable body 21 and the dyke bottom impermeable body 22.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The impermeable hydraulic engineering dykes and dams comprise dykes and dams bodies (10) and are characterized in that mounting grooves (11) are formed on dykes and dams surfaces of the dykes and dams bodies (10), a plurality of groups of dykes and dams surface impermeable mounting units (20) are paved in the mounting grooves (11), two adjacent groups of dykes and dams surface impermeable mounting units (20) are in fit contact, two adjacent groups of dykes and dams surface impermeable mounting units (20) are fixedly connected in a clamping way, the dykes and dams surface impermeable mounting units (20) are detachably and fixedly connected with the dykes and dams bodies (10),
the dyke face seepage prevention installation unit (20) comprises a dyke top seepage prevention body (21) and a dyke bottom seepage prevention body (22), adjacent ends of the dyke top seepage prevention body (21) and the dyke bottom seepage prevention body (22) are detachably connected and fixed, side embedded blocks (23) are fixed on one sides of the dyke top seepage prevention body (21) and the dyke bottom seepage prevention body (22), embedded grooves (25) matched with the side embedded blocks (23) are formed on the other sides of the dyke top seepage prevention body (21) and the dyke bottom seepage prevention body (22), and fixing holes (26) penetrating through the dyke top seepage prevention body (21) and the dyke bottom seepage prevention body (22) are formed on the bottom of the dyke top seepage prevention body (21).
2. The impermeable hydraulic engineering dykes and dams according to claim 1, wherein the outer sides of the side inserts (23) are sleeved with sealing rings (24), and the sealing rings (24) are fixedly adhered to the outer walls of the side inserts (23), so that the side inserts (23) are clamped by the sealing rings (24) when inserted into adjacent inserting grooves (25).
3. The impermeable hydraulic engineering dykes and dams according to claim 2, wherein the dyke-top impermeable body (21) comprises a bending plate (211) attached to the top of the dyke body (10), a plurality of groups of bending baffles (212) are formed on one side of the bending plate (211) back to the dyke body (10), drainage channels are formed between two adjacent groups of bending baffles (212), the dyke-bottom impermeable body (22) comprises a flat plate (221) attached to the bottom of the dyke body (10), a plurality of groups of flat baffles (222) are formed on one side of the flat plate (221) back to the dyke body (10), drainage channels are formed between two adjacent groups of flat baffles (222), and the drainage channels of the dyke-top impermeable body (21) and the drainage channels of the dyke-bottom impermeable body (22) are mutually aligned.
4. A dyke according to claim 3, characterized in that the side inserts (23) and the grooves (25) formed on the side walls of the dyke-top impermeable body (21) are identical to the cross-sectional shape of the curved plate (211), and the side inserts (23) and the grooves (25) formed on the side walls of the dyke-bottom impermeable body (22) are identical to the cross-sectional shape of the flat plate (221).
5. The impermeable hydraulic engineering dyke according to claim 4, wherein an upper step surface (215) is formed at the bottom of one end of the bending plate (211) close to the flat plate (221), and a lower step surface (224) matched with the upper step surface (215) is formed at the top of one end of the flat plate (221) close to the bending plate (211).
6. The impermeable hydraulic engineering dyke according to claim 5, characterized in that a counter bore (214) penetrating the curved plate (211) is formed above the upper stepped surface (215), and a connecting hole (223) penetrating the flat plate (221) is formed above the lower stepped surface (224).
7. The impermeable hydraulic engineering dykes and dams of claim 6 wherein a gasket is disposed between said upper (215) and lower (224) stepped surfaces and is embedded in the gap between said upper (215) and lower (224) stepped surfaces.
8. A dam for seepage control hydraulic engineering according to claim 3, wherein a top surface runner groove (213) is formed at the top of the drainage runner of the bent plate (211), the inner side wall of the top surface runner groove (213) is inclined toward the inner middle part thereof, and the cross section of the top surface runner groove (213) is arranged in an inverted triangle shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322473205.9U CN220746781U (en) | 2023-09-12 | 2023-09-12 | Seepage-proof hydraulic engineering dykes and dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322473205.9U CN220746781U (en) | 2023-09-12 | 2023-09-12 | Seepage-proof hydraulic engineering dykes and dams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220746781U true CN220746781U (en) | 2024-04-09 |
Family
ID=90564137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322473205.9U Active CN220746781U (en) | 2023-09-12 | 2023-09-12 | Seepage-proof hydraulic engineering dykes and dams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220746781U (en) |
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2023
- 2023-09-12 CN CN202322473205.9U patent/CN220746781U/en active Active
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