CN220246805U - Dam side slope protection structure - Google Patents
Dam side slope protection structure Download PDFInfo
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- CN220246805U CN220246805U CN202320608139.9U CN202320608139U CN220246805U CN 220246805 U CN220246805 U CN 220246805U CN 202320608139 U CN202320608139 U CN 202320608139U CN 220246805 U CN220246805 U CN 220246805U
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- fixedly arranged
- protection structure
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- 239000002689 soil Substances 0.000 claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 69
- 239000010959 steel Substances 0.000 claims description 69
- 241000277275 Oncorhynchus mykiss Species 0.000 claims description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 7
- 239000000523 sample Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000005728 strengthening Methods 0.000 claims 4
- 230000001681 protective effect Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 241000257303 Hymenoptera Species 0.000 description 6
- 241000238631 Hexapoda Species 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000077 insect repellent Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012271 agricultural production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
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Abstract
The utility model relates to the technical field of hydraulic engineering and discloses a dam side slope protection structure which comprises a dam body, wherein a mud mixing soil layer is fixedly arranged on the front side surface of the dam body, and an extension slope is fixedly arranged on one side of the bottom of the dam body. According to the dam side slope protection structure, the plurality of layers are respectively formed in the dam main body, namely the muddy soil layer, the honeycomb layer and the antiskid plate, the muddy soil layer is connected with the ground at the bottommost part, the weight of the upper layers can be effectively supported, the base layer is firmer, the honeycomb layer at the top of the muddy soil layer is provided with the honeycomb shape, the impact force of water flow can be effectively reduced through the plurality of holes in the middle part, the device can be firmer, the antiskid plate is arranged at the outermost layer, the plurality of holes are also formed in the surface of the antiskid plate, the impact force of water flow can be reduced, the friction force can be increased, the situation that someone slips down is prevented, accidents are caused, and the practicability of equipment is greatly improved.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering, in particular to a dam side slope protection structure.
Background
The dykes and dams refer to water retaining buildings built along the edges of a river, a canal, a lake, a coast or a flood discharge area, a flood diversion area and a reclamation area, and a dyke engineering schematic diagram. Dykes and dams are the first most widely used flood control projects in the world. The embankment is a main measure for preventing flood flooding and protecting residents and industrial and agricultural production. After the river levee is used for measuring flood, the flood is limited in the flood passage, the water depth of the same flow is increased, the flood discharge flow rate is increased, and the flood discharge and sand discharge are facilitated. The embankment can also resist wind and waves and sea tides. The flood control dam construction is taken as an important component of urban infrastructure construction, and plays an important role in guaranteeing the development of urban economy. Whether the flood control bottom plate can meet the basic requirement of flood control work or not, whether the flood control bottom plate can play a role in resisting flood, the life and property safety of people is related, and the stable development of urban economy is related. The construction and maintenance work of the flood control dam are completed, and the flood control dam is the responsibility of the water conservancy authorities. Meanwhile, the flood control dam can improve uneven water resource distribution in the area, increase surface runoff, improve regional microclimate and has a certain elimination effect on the heat island effect of the city. The flood control dam has the main functions of guaranteeing that flood can be effectively resisted in the flood period, guaranteeing the life and property safety and normal production and life of downstream residents, and has great significance for regional economic development.
The traditional dykes and dams protection means has short service life, needs a large amount of maintenance cost every year, and also has the damage to the dykes and dams caused by ants and insects, so that the service life of the dykes and dams is shortened, and the dykes and dams need to be manually maintained and detected regularly.
Accordingly, one skilled in the art provides a dam slope protection structure to solve the above-mentioned problems in the background art.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and provides a dam side slope protection structure, which is characterized in that a plurality of layers are arranged in a dam main body, namely a mud mixing soil layer, a honeycomb layer and a antiskid plate, the mud mixing soil layer is connected with the ground at the bottommost part, the weight of the top layers can be effectively supported, the base layer is firmer, the honeycomb layer at the top of the mud mixing soil layer is provided with a honeycomb shape, the impact force of water flow can be effectively reduced through a plurality of leak holes in the middle part, the device can be firmer, the antiskid plate is arranged at the outermost layer, the surface of the antiskid plate is also provided with a plurality of leak holes, the impact force of water flow can be reduced, the friction force can be increased, the phenomenon that someone slides down is prevented, accidents are caused, and the practicability of equipment is greatly improved.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the novel mud-mixing device comprises a dam body, a mud mixing soil layer is fixedly arranged on the front side surface of the dam body, an extension slope is fixedly arranged on one side of the bottom of the dam body, a sewer is fixedly arranged on one side of the top of the extension slope, a honeycomb layer is fixedly arranged on the top of the mud mixing soil layer, and a antiskid plate is fixedly arranged on the top of the honeycomb layer.
Further, a plurality of reinforced steel pipes are arranged in the mud mixing soil layer and penetrate through the mud mixing soil layer to be driven into the ground, a feed inlet is fixedly arranged at the top of each reinforced steel pipe, a plurality of leakage holes are fixedly arranged at two sides of each reinforced steel pipe, a steel wire mesh is fixedly arranged in each leakage hole, a reinforced steel head is fixedly arranged at the bottom of each reinforced steel pipe, two anti-slip steel bars are fixedly arranged at two sides of each reinforced steel head, and threaded holes are fixedly arranged at the tops of two sides of each reinforced steel pipe;
through above-mentioned technical scheme, consolidate the steel pipe and can consolidate whole protection main part, make it more stable.
Further, a fixed steel column is fixedly arranged in the dam body;
through above-mentioned technical scheme, the stability of whole dykes and dams main part can be improved to fixed steel column.
Further, baffles are fixedly arranged on two sides of the sewer;
through the technical scheme, the baffle can block water flow.
Further, one side of each baffle is fixedly provided with an infrared detector, and the front end face of each infrared detector is fixedly provided with an infrared probe;
through the technical scheme, the infrared probe can detect whether personnel pass the line or not, and an alarm can be timely given after the line passing.
Further, each reinforced steel pipe is connected by a connecting steel pipe;
through the technical scheme, the connecting steel pipes can connect a plurality of reinforced steel pipes more stably.
Further, a steel column head is fixedly arranged at the bottom of the fixed steel column;
through the technical scheme, the steel column head can improve the depth of the steel tube, so that the steel tube is easier to be deeply pricked.
The utility model has the following beneficial effects:
1. according to the dam side slope protection structure, the plurality of layers are respectively arranged in the dam main body, namely the muddy soil layer, the honeycomb layer and the antiskid plate, the muddy soil layer is connected with the ground at the bottommost part, the weight of the top layers can be effectively supported, the base layer is firmer, the honeycomb layer at the top of the muddy soil layer is provided with the honeycomb shape, the plurality of leakage holes in the middle part can effectively reduce the impact force of water flow, the device can be firmer, the antiskid plate is arranged at the outermost layer, the plurality of leakage holes are also arranged on the surface of the antiskid plate, the impact force of water flow can be reduced, the friction force can be increased, the situation that someone slips down is prevented, accidents are caused, and the practicability of equipment is greatly improved.
2. According to the dam side slope protection structure provided by the utility model, the plurality of reinforced steel pipes are arranged in the mud mixing soil layer and the honeycomb layer, the threaded holes are formed in each reinforced steel pipe, each reinforced steel pipe is connected with each other through the threaded holes to form one side steel pipe network, the reinforced steel heads are arranged at the bottom of each reinforced steel pipe, the anti-skid steel bars are arranged at the two sides of each reinforced steel head, and the friction force of the reinforced steel pipes can be improved through the design of the anti-skid steel bars, so that the reinforced steel pipes can be more firmly fixed, and the stability of the whole protection structure is improved.
3. According to the dam side slope protection structure provided by the utility model, the feeding holes are formed in the top of each reinforced rigid pipe, the air leakage holes are formed in the two sides of each reinforced steel pipe, and the air holes are formed in the reinforced steel pipes, so that impurities cannot enter the steel pipes, and workers pour the agent for expelling the ants and insects into the steel pipes, so that the ants and insects cannot actively dig holes into the steel pipes, and the protection device is damaged by the ants and insects, so that the service life of equipment is prolonged, and the practicability is greatly improved.
Drawings
FIG. 1 is an isometric view of a dam slope protection structure according to the present utility model;
FIG. 2 is a cross-sectional view of a dam slope protection structure according to the present utility model;
FIG. 3 is a side view of a reinforcement tube shaft of a dam slope protection structure according to the present utility model;
fig. 4 is a sectional view of a dam slope protection structure according to the present utility model.
Legend description:
1. a dike body; 2. a mud mixing soil layer; 3. a honeycomb layer; 4. a cleat; 5. an infrared probe; 6. an infrared detector; 7. a sewer; 8. a baffle; 9. extending the slope; 10. fixing the steel column; 11. steel column head; 12. a feed inlet; 13. a steel wire mesh; 14. a leakage hole; 15. anti-skid steel bars; 16. reinforcing the steel pipe; 17. connecting steel pipes; 18. reinforcing the steel head; 19. and (3) a threaded hole.
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. All other examples, which are obtained by persons of ordinary skill in the art without making any inventive effort, are intended to be within the scope of the present utility model based on the examples herein, and it is to be understood that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the exemplary embodiments according to the present application. For ease of description, the dimensions of the various features shown in the drawings are not drawn to actual scale. Techniques, methods, and apparatus known to one of ordinary skill in the relevant art may not be discussed in detail, but should be considered part of the specification where appropriate. In all examples shown and discussed herein, any specific values should be construed as merely illustrative, and not a limitation. Thus, other examples of the exemplary embodiments may have different values. It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further discussion thereof is necessary in subsequent figures.
Referring to fig. 1-4, one embodiment provided by the present utility model is: including dykes and dams main part 1, the fixed muddy soil layer 2 that is provided with in leading flank of dykes and dams main part 1, the fixed extension slope 9 that is provided with in bottom one side of dykes and dams main part 1, the fixed sewer 7 that is provided with in one side at the top of extension slope 9, the fixed honeycomb layer 3 that is provided with in top of muddy soil layer 2, the fixed antiskid ribbed tile 4 that is provided with in top of honeycomb layer 3, antiskid ribbed tile 4 can prevent personnel from the dykes and dams landing, causes the accident.
Further, inside the muddy soil layer 2 is provided with a plurality of reinforced steel pipes 16 and passes the muddy soil layer 2 and drive into ground inside, the top of every reinforced steel pipe 16 is all fixedly provided with feed inlet 12, the both sides of every reinforced steel pipe 16 are all fixedly provided with a plurality of gas leakage holes 14, the inside of every gas leakage hole 14 is all fixedly provided with wire net 13, the bottom of every reinforced steel pipe 16 is all fixedly provided with reinforcing steel head 18, the both sides of every reinforcing steel head 18 are all fixedly provided with two anti-slip steel bars 15, the top of the both sides of every reinforced steel pipe 16 is all fixedly provided with screw hole 19, reinforcing steel pipe 16 can consolidate whole protection main part, make it more stable, the inside of dyke main part 1 is fixedly provided with fixed steel column 10, fixed steel column 10 can improve the stability of whole dyke main part 1, the both sides of sewer 7 are all fixedly provided with baffle 8, baffle 8 can block rivers, one side of two baffles 8 is fixedly provided with infrared detector 6, the preceding terminal surface of every infrared detector 6 is fixedly provided with infrared probe 5, infrared probe 5 can detect that unmanned person has the reinforcing steel pipe 17, it can be connected by wire 17 to make the steel column 11 more stable steel column 11 to make its connection in time, it can be connected with steel column 11 more stable steel column 17 to make the steel column bottom, it can be connected by more stable steel column 11 to make the steel column 11.
Working principle: firstly, when the construction is carried out, the fixed steel column 10 is driven into the foundation, so that the foundation is connected with the ground more stably, the overall stability is improved, the ground is more firmly fixed, then the soil mixing layer 2 is arranged on the surface of the ground, the soil mixing layer 2 is fixed with the ground more stably, then when the soil mixing layer 2 is not dried, the reinforced steel pipes 16 penetrate through the soil mixing layer 2 and are driven into the ground to be fixed more stably, insect repellent such as ants is poured into the reinforced steel pipes 16 through the feed inlets 12 before being driven, the smell of the insect repellent is discharged from the air leakage holes 14, the ants and the insects are repelled, two anti-skid steel bars 15 are arranged on two sides of the reinforced steel heads 18, the friction force of the reinforced steel bars 16 can be improved through the arrangement of the anti-skid steel bars 15, make it can be fixed more stable and be provided with honeycomb layer 3 at the top of muddy soil layer 2, the surface on honeycomb layer 3 is provided with a plurality of grids that leak, can reduce the impact force of rivers, improve the life-span of structure, make it more stable, and be provided with antiskid ribbed tile 4 at the top on honeycomb layer 3, antiskid ribbed tile 4 can prevent that someone from falling into water by accident, improve the frictional force of equipment, improve the security of equipment, and be provided with sewer 7 in the bottom of antiskid ribbed tile 4, sewer 7 can be with orderly the discharge of water, can prevent that the impact force when water is returned, and be provided with infrared detector 6 and infrared probe 5 at one side of baffle 8 is fixed, can detect there is the personnel to pass through, and make the alarm, prevent someone from falling into water by accident.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (7)
1. The utility model provides a dam side slope protective structure, includes dykes and dams main part (1), its characterized in that: the novel dam is characterized in that a mud mixing soil layer (2) is fixedly arranged on the front side face of the dam body (1), an extension slope (9) is fixedly arranged on one side of the bottom of the dam body (1), a sewer (7) is fixedly arranged on one side of the top of the extension slope (9), a honeycomb layer (3) is fixedly arranged on the top of the mud mixing soil layer (2), and a antiskid plate (4) is fixedly arranged on the top of the honeycomb layer (3).
2. A dam slope protection structure according to claim 1, wherein: inside that is provided with of muddy soil layer (2) is provided with a plurality of steel pipes (16) and is penetrated muddy soil layer (2) and is beaten into ground inside, every the top of strengthening steel pipe (16) is all fixed and is provided with feed inlet (12), every the both sides of strengthening steel pipe (16) are all fixed and are provided with a plurality of gas leakage holes (14), every the inside of gas leakage hole (14) is all fixed and is provided with wire net (13), every the bottom of strengthening steel pipe (16) is all fixed and is provided with reinforcement steel head (18), every the both sides of reinforcement steel head (18) are all fixed and are provided with two anti-skidding reinforcing bars (15), every the top of the both sides of strengthening steel pipe (16) is all fixed and is provided with screw hole (19).
3. A dam slope protection structure according to claim 1, wherein: the inside of dyke main part (1) is fixedly provided with fixed steel column (10).
4. A dam slope protection structure according to claim 1, wherein: baffle plates (8) are fixedly arranged on two sides of the sewer (7).
5. A dam slope protecting structure according to claim 4, wherein: one side of each baffle (8) is fixedly provided with an infrared detector (6), and the front end face of each infrared detector (6) is fixedly provided with an infrared probe (5).
6. A dam slope protection structure according to claim 2, wherein: each reinforcing steel pipe (16) is connected by a connecting steel pipe (17).
7. A dam slope protection structure according to claim 3, wherein: the bottom of the fixed steel column (10) is fixedly provided with a steel column head (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320608139.9U CN220246805U (en) | 2023-03-25 | 2023-03-25 | Dam side slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320608139.9U CN220246805U (en) | 2023-03-25 | 2023-03-25 | Dam side slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220246805U true CN220246805U (en) | 2023-12-26 |
Family
ID=89226833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320608139.9U Active CN220246805U (en) | 2023-03-25 | 2023-03-25 | Dam side slope protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220246805U (en) |
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2023
- 2023-03-25 CN CN202320608139.9U patent/CN220246805U/en active Active
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