CN221072759U - Deep well anti-floating reinforcing structure for artificial lake - Google Patents
Deep well anti-floating reinforcing structure for artificial lake Download PDFInfo
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- CN221072759U CN221072759U CN202323146582.8U CN202323146582U CN221072759U CN 221072759 U CN221072759 U CN 221072759U CN 202323146582 U CN202323146582 U CN 202323146582U CN 221072759 U CN221072759 U CN 221072759U
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- deep well
- artificial lake
- water
- pressure relief
- water storage
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- 230000003014 reinforcing effect Effects 0.000 title claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 80
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 239000011159 matrix material Substances 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 5
- 230000008595 infiltration Effects 0.000 claims 2
- 238000001764 infiltration Methods 0.000 claims 2
- 230000001174 ascending effect Effects 0.000 abstract description 3
- 239000003673 groundwater Substances 0.000 description 9
- 239000002689 soil Substances 0.000 description 5
- 239000003351 stiffener Substances 0.000 description 3
- 230000006837 decompression Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a deep well anti-floating reinforcement structure for an artificial lake, which comprises the following components: artificial lake; the blind ditches are arranged at the bottom of the artificial lake; the water storage and pressure relief deep well is arranged at the edge of the artificial lake, one end of the blind ditch is connected with the water storage and pressure relief deep well, a water pump is arranged in the water storage and pressure relief deep well, a water drain pipe is connected to the water pump, and one end of the water drain pipe extends to the artificial lake. According to the utility model, through the blind ditch and the water storage and pressure relief deep well, ascending underground water can flow to the water storage and pressure relief deep well through the blind ditch and then be discharged, so that the underground water level can be reduced, and the artificial lake main body is more stable and safer.
Description
Technical Field
The utility model relates to a reinforcing structure, in particular to a deep well anti-floating reinforcing structure for an artificial lake.
Background
In cities at the lower reaches of the Yangtze river, because the groundwater level is higher, when the rainy season or the groundwater level is higher, the artificial lake can be subjected to the buoyancy action of larger groundwater, floating or deformation damage is easy to occur, and a plurality of adverse effects can be generated on the viewing platform, the underground pipeline and the ecological environment around the main body structure of the artificial lake.
Disclosure of utility model
According to the deep well anti-floating reinforcement structure for the artificial lake, ascending groundwater can flow to the water storage and pressure relief deep well through the blind ditch and the water storage and pressure relief deep well, and then discharged, so that the groundwater level can be reduced, and the main body of the artificial lake is more stable and safer.
In order to achieve the above object, the present utility model provides a deep well anti-floating reinforcement structure for artificial lakes, comprising;
artificial lake:
the blind ditches are arranged at the bottom of the artificial lake;
The water storage and pressure relief deep well is arranged at the edge of the artificial lake, one end of the blind ditch is connected with the water storage and pressure relief deep well, a water pump is arranged in the water storage and pressure relief deep well, a water drain pipe is connected to the water pump, and one end of the water drain pipe extends to the artificial lake.
The artificial lake bottom is provided with the loading board, the loading board is located the artificial lake with between the blind ditch.
As a further description of the above technical solution:
The bearing plate is provided with a plurality of reinforcing rods, and the reinforcing rods are embedded in the soil matrix layer around the artificial lake.
As a further description of the above technical solution:
the blind ditch is internally provided with a gravel layer, and a water seepage pipe is arranged in the gravel layer.
As a further description of the above technical solution:
The water seepage pipe is obliquely arranged towards one side of the water storage pressure relief deep well.
As a further description of the above technical solution:
the water seepage pipe is provided with a plurality of seepage holes.
As a further description of the above technical solution:
And an overflow port is arranged on the artificial lake.
As a further description of the above technical solution:
A liquid level meter is arranged in the water storage pressure relief deep well.
In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:
1. According to the utility model, through the blind ditch and the water storage and pressure relief deep well, ascending groundwater can flow to the water storage and pressure relief deep well through the blind ditch and then be discharged, so that the groundwater level can be reduced, and the artificial lake main body is more stable and safer.
2. According to the utility model, the bearing plate is arranged at the bottom of the artificial lake, and the plurality of reinforcing rods are arranged on the bearing plate, so that the reinforcing rods are vertically arranged, the bearing plate can transmit the water pressure received by the bottom into the soil matrix through the reinforcing rods, and the damage of the main body of the artificial lake can be prevented.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural view of an artificial lake deep well anti-floating reinforcement structure.
FIG. 2 is a cross-sectional view of blind ditches in a deep well anti-floating reinforcement structure for an artificial lake.
FIG. 3 is a schematic structural view of a water seepage pipe in an artificial lake deep well anti-floating reinforcement structure.
Legend description:
1. Artificial lake; 2. blind ditches; 3. a water storage pressure relief deep well; 4. a water pump; 5. a drain pipe; 6. a carrying plate; 7. a reinforcing rod; 8. a crushed stone layer; 9. a water seepage pipe; 10. a penetration hole; 11. a level gauge.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
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 definition or explanation thereof is necessary in the following figures.
In describing embodiments of the present utility model, it should be noted that, the azimuth or positional relationship indicated by the terms "upper", "inner", etc. are based on the azimuth or positional relationship shown in the drawings, or the azimuth or positional relationship that the inventive product is conventionally put in use, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific azimuth, be configured and operated in a specific azimuth, and thus should not be construed as limiting the present utility model.
In the description of the present utility model, it should also be noted that, unless explicitly specified and limited otherwise, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally 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. 1-3, the present utility model provides a deep well anti-floating reinforcement structure for artificial lake, comprising:
An artificial lake 1;
At least one blind ditch 2, wherein the blind ditch 2 is arranged at the bottom of the artificial lake 1;
The water storage and pressure relief deep well 3 is arranged at the edge of the artificial lake 1, one end of the blind ditch 2 is connected with the water storage and pressure relief deep well 3, a water pump 4 is arranged in the water storage and pressure relief deep well 3, a drain pipe 5 is connected to the water pump 4, and one end of the drain pipe 5 extends to the artificial lake 1.
The bottom of the artificial lake 1 is provided with a bearing plate 6, and the bearing plate 6 is positioned between the artificial lake 1 and the blind ditches 2. Can improve the impact resistance of the artificial lake and ensure that the artificial lake is not easy to damage.
The bearing plate 6 is provided with a plurality of reinforcing rods 7, and the reinforcing rods 7 are embedded in the soil matrix around the artificial lake 1. The reinforcing rod is vertically arranged, the bearing plate can transmit the water pressure received by the bottom into the soil matrix layer through the reinforcing rod, and the artificial lake main body can be prevented from being damaged.
The blind ditch 2 is internally provided with a gravel layer 8, and the gravel layer 8 is internally provided with a water seepage pipe 9. The gravel layer can prevent blind ditches from being blocked, and the water seepage pipe can improve drainage performance.
The water seepage pipe 9 is obliquely arranged towards one side of the water storage pressure relief deep well 3. The water can flow to the deep water storage and pressure relief well conveniently.
The water seepage pipe 9 is provided with a plurality of seepage holes 10. The water can enter the water seepage pipe conveniently.
And an overflow port is arranged on the artificial lake 1. The damage of the lake body caused by the fact that the artificial lake exceeds the bearing capacity is avoided.
A liquid level meter 11 is arranged in the water storage pressure relief deep well 3. After the liquid level meter senses water, the water pump starts to work to discharge the water. Meanwhile, a pressure relief hole is formed in the water storage pressure relief deep well and is positioned above the water seepage pipe and below the artificial lake, and when the underground water rises, the underground water can enter the water storage pressure relief deep well from the pressure relief hole.
Working principle: when the underground water level rises, the underground water enters the blind ditch, enters the water seepage pipe through the seepage hole, and is discharged into the water storage pressure relief deep well, after the liquid level meter in the water storage pressure relief deep well senses water, the water pump starts to work to pump the water to the artificial lake, the weight of the lake body can be increased to resist the buoyancy of the underground water, meanwhile, the waste of the water can be avoided, and the purpose of pressure relief can be achieved. Therefore, the utility model can discharge the rising groundwater to the water storage and decompression deep well through the blind ditch and the water storage and decompression deep well, and can reduce the groundwater level, so that the artificial lake body is more stable and safer. Through setting up the loading board in artifical lake bottom to set up a plurality of stiffener on the loading board, the stiffener is vertical to be arranged, and the loading board can pass through the stiffener with the water pressure that the bottom received in the soil matrix layer, can prevent that artifical lake main part from damaging.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (8)
1. The utility model provides an artificial lake is with deep well anti-floating reinforced structure which characterized in that includes:
artificial lake;
the blind ditches are arranged at the bottom of the artificial lake;
The water storage and pressure relief deep well is arranged at the edge of the artificial lake, one end of the blind ditch is connected with the water storage and pressure relief deep well, a water pump is arranged in the water storage and pressure relief deep well, a water drain pipe is connected to the water pump, and one end of the water drain pipe extends to the artificial lake.
2. The deep well anti-floating reinforcement structure for an artificial lake according to claim 1, wherein a bearing plate is arranged at the bottom of the artificial lake, and the bearing plate is located between the artificial lake and the blind drain.
3. The deep well anti-floating reinforcement structure for an artificial lake according to claim 2, wherein a plurality of reinforcing rods are arranged on the bearing plate, and the reinforcing rods are embedded in an earth matrix around the artificial lake.
4. The deep well anti-floating reinforcement structure for artificial lakes of claim 1, wherein a gravel layer is arranged in the blind ditch and a water seepage pipe is arranged in the gravel layer.
5. The artificial lake deep well anti-floating reinforcement structure according to claim 4, wherein the water seepage pipe is obliquely arranged towards one side of the water storage and pressure relief deep well.
6. The artificial lake deep well anti-floating reinforcement structure of claim 4, wherein the infiltration pipe is provided with a plurality of infiltration holes.
7. The deep well anti-floating reinforcement structure for an artificial lake according to claim 1, wherein the artificial lake is provided with an overflow port.
8. The anti-floating reinforcement structure for the deep well for the artificial lake according to claim 1, wherein a liquid level meter is arranged in the water storage and pressure relief deep well.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323146582.8U CN221072759U (en) | 2023-11-22 | 2023-11-22 | Deep well anti-floating reinforcing structure for artificial lake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323146582.8U CN221072759U (en) | 2023-11-22 | 2023-11-22 | Deep well anti-floating reinforcing structure for artificial lake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221072759U true CN221072759U (en) | 2024-06-04 |
Family
ID=91249583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323146582.8U Active CN221072759U (en) | 2023-11-22 | 2023-11-22 | Deep well anti-floating reinforcing structure for artificial lake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221072759U (en) |
-
2023
- 2023-11-22 CN CN202323146582.8U patent/CN221072759U/en active Active
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