CN219261078U - Simple precipitation device for preventing underground structure from floating upwards - Google Patents
Simple precipitation device for preventing underground structure from floating upwards Download PDFInfo
- Publication number
- CN219261078U CN219261078U CN202320210700.8U CN202320210700U CN219261078U CN 219261078 U CN219261078 U CN 219261078U CN 202320210700 U CN202320210700 U CN 202320210700U CN 219261078 U CN219261078 U CN 219261078U
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- water
- rubber hose
- well
- filling layer
- dewatering
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- 238000007667 floating Methods 0.000 title claims abstract description 16
- 238000001556 precipitation Methods 0.000 title claims description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 49
- 238000007789 sealing Methods 0.000 claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 23
- 239000010959 steel Substances 0.000 claims abstract description 23
- 238000001914 filtration Methods 0.000 claims abstract description 14
- 239000004927 clay Substances 0.000 claims abstract description 9
- 239000004576 sand Substances 0.000 claims abstract description 9
- 238000004062 sedimentation Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 2
- 238000001035 drying Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 239000003673 groundwater Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 238000009825 accumulation Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Classifications
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- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a simple dewatering device for preventing an underground structure from floating up, which comprises a dewatering pipe well and a rubber hose, wherein a steel pipe containing a water filtering hole is inserted in the dewatering pipe well, a sealing ring cover is arranged at the upper port of the steel pipe containing the water filtering hole, one end of the rubber hose penetrates through the sealing ring cover to the inside of the dewatering pipe well, the other end of the rubber hose is arranged in a water collecting well, and a submersible pump is arranged in the water collecting well; the outer side of the steel pipe containing the drainage holes is provided with a sand filling layer, the sand filling layer is provided with a clay filling layer, a basement bottom plate is arranged above the clay filling layer, and a water stop steel sheet is arranged in the basement bottom plate. The utility model can prevent the phenomenon that the ground is water everywhere caused by overflow of the underground water by draining water in an organized way and ensuring the drying of the basement.
Description
Technical Field
The utility model relates to a simple precipitation device for preventing an underground structure from floating upwards.
Background
In the basement main body structure or the underground structure construction process, the control of groundwater is the key of construction quality and safety, in the basement main body structure or the underground structure is finished, but the stage that the top plate backfill is not completed, the groundwater precipitation in the period of full seasons or overhigh groundwater level can not lead to the floating of the basement main body structure or the underground structure in time, meanwhile, according to the prior art, a plurality of precipitation wells can be left to be not closed when the bottom plate structure is constructed, but when the groundwater level is overhigh, the groundwater is flushed out from the precipitation wells, and water accumulation of the underground structure can be caused, so a simple precipitation device for preventing the floating of the underground structure is provided for solving the problems.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provide a simple dewatering device for preventing an underground structure from floating up.
The technical scheme for achieving the purpose is as follows: the simple dewatering device for preventing the underground structure from floating comprises a dewatering pipe well and a rubber hose, wherein a steel pipe containing a water filtering hole is inserted in the dewatering pipe well, a sealing ring cover is arranged at the upper port of the steel pipe containing the water filtering hole, one end of the rubber hose penetrates through the sealing ring cover to the inside of the dewatering pipe well, the other end of the rubber hose is arranged in a water collecting well, and a submersible pump is arranged in the water collecting well;
the outer side of the steel pipe containing the drainage holes is provided with a sand filling layer, the sand filling layer is provided with a clay filling layer, a basement bottom plate is arranged above the clay filling layer, and a water stop steel sheet is arranged in the basement bottom plate.
Preferably, the sealing ring cover is provided with a through hole, the rubber hose penetrates through the through hole, and a sealing rubber ring is arranged at the joint of the rubber hose and the sealing ring cover.
Preferably, the sealing ring cover is matched with the steel pipe containing the water filtering holes.
Preferably, the output port of the submersible pump is connected to the three-stage sedimentation tank through a pipeline.
Preferably, the end part of the rubber hose inserted into one end of the downcomer well is 1 meter below the basement bottom plate.
The beneficial effects of the utility model are as follows:
1) The construction quality is guaranteed, and the integral quality of the basement main body structure or the underground structure is guaranteed through organized drainage.
2) The method provides a comfortable construction environment, keeps the underground structure dry by organized drainage, facilitates subsequent construction, and eliminates potential safety hazards caused by due ponding.
3) The method is more worry-saving, and the underground water level is not required to be measured every day.
4) And the installation and the maintenance are convenient.
Drawings
FIG. 1 is a schematic view of a simple precipitation apparatus for preventing floating of an underground structure according to the present utility model.
In the figure: 1. a water-reducing pipe well; 2. a basement floor; 3. a seal ring cover; 4. a rubber hose; 5. a water collection well; 6. submersible pump; 7. a third-stage sedimentation tank; 8. clay packing layer; 9. a steel pipe containing water filtering holes; 10. filling sand layer; 11. and (5) a water-stopping steel sheet.
Detailed Description
The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings. In the description of the present utility model, it should be noted that the directions or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying positive importance.
The utility model will be further described with reference to the accompanying drawings.
In the existing underground structure construction, real-time monitoring of the underground water level condition is difficult, if the underground water level is too high, the underground structure floats upwards, and the safety and quality of the structure are affected. Although the dewatering wells are arranged in the earlier stage, most of the dewatering wells are closed after the construction of the underground bottom plate. The common practice is to reserve a plurality of dewatering wells which are not closed when the underground bottom plate is constructed so as to drain underground water. In the period of abundant groundwater, groundwater can flow out through the dewatering well, and water pumping from the dewatering well cannot be met. The water accumulation is formed in the basement due to the basement gushing, so that the subsequent construction is not facilitated, and the impermeability of the structure is also affected.
As shown in fig. 1, a simple dewatering device for preventing an underground structure from floating up comprises a dewatering pipe well 1 and a rubber hose 4, wherein a steel pipe 9 containing a water filtering hole is inserted in the dewatering pipe well 1, a sealing ring cover 3 is arranged at the upper port of the steel pipe 9 containing the water filtering hole, one end of the rubber hose 4 penetrates through the sealing ring cover 3 to the inside of the dewatering pipe well 1, and the end part of one end of the rubber hose 4 inserted into the dewatering pipe well 1 is 1 meter below a basement bottom plate 2. The other end of the rubber hose 4 is arranged in a water collecting well 5, and a submersible pump 6 is arranged in the water collecting well 5; the outer side of the steel pipe 9 containing the water filtering holes is provided with a sand filling layer 10, a clay filling layer 8 is arranged on the sand filling layer 10, a basement bottom plate 2 is arranged above the clay filling layer 8, and a water stopping steel sheet 11 is arranged in the basement bottom plate 2.
Specifically, a through hole is formed in the sealing ring cover 3, the rubber hose 4 penetrates through the through hole, and a sealing rubber ring is arranged at the joint of the rubber hose 4 and the sealing ring cover 3. Rubber hose 4 specification adoptsA 25mm hole is reserved in the center of the sealing ring cover 3 and is used for inserting the rubber hose 4; the insertion is tight, and the water leakage is avoided in the precipitation process.
Specifically, sealing washer lid 3 and contain drainage hole steel pipe 9 looks adaptation. The sealing ring cover 3 is made of steel plates, and a rubber sealing ring is arranged in the sealing ring cover 3 so as to ensure that the sealing purpose can be achieved.
Specifically, the output port of the submersible pump 6 is connected to the three-stage sedimentation tank 7 through a pipe. The submersible pump 6 pumps water into the three-stage sedimentation tank 7 for treatment and then is used for sprinkling water and dust fall. The other section of the rubber hose 4 is connected to the nearest water collection well 5, and the groundwater uses its own water pressure to drain water into the water collection well 5 through the rubber hose 4. The immersible pump 6 is placed to the sump pit 5 the inside, and immersible pump 6 sets up the warning water level in advance, and when sump pit 5 water level reached the warning water level, immersible pump 6 will open and draw water. The submersible pump 6 pumps water to the water collecting well 5, and the sedimentation tank enters the field for secondary use. Drainage and drainage pressure release can effectively prevent the ground warehouse from floating up, and through organized drainage, the basement can be ensured to be dry simultaneously, and the phenomenon that ground is water everywhere caused by overflow of underground water is prevented.
The above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model.
Claims (5)
1. The simple dewatering device for preventing the underground structure from floating up is characterized by comprising a dewatering pipe well (1) and a rubber hose (4), wherein a steel pipe (9) containing a water filtering hole is inserted in the dewatering pipe well (1), a sealing ring cover (3) is arranged at the upper port of the steel pipe (9) containing the water filtering hole, one end of the rubber hose (4) penetrates through the sealing ring cover (3) to the inside of the dewatering pipe well (1), the other end of the rubber hose (4) is arranged in a water collecting well (5), and a submersible pump (6) is arranged in the water collecting well (5);
the water-filtering hole-containing steel pipe is characterized in that a sand filling layer (10) is arranged on the outer side of the water-filtering hole-containing steel pipe (9), a clay filling layer (8) is arranged on the sand filling layer (10), a basement bottom plate (2) is arranged above the clay filling layer (8), and a water-stopping steel sheet (11) is arranged in the basement bottom plate (2).
2. The simple dewatering device for preventing the underground structure from floating up according to claim 1, wherein a through hole is formed in the sealing ring cover (3), the rubber hose (4) penetrates through the through hole, and a sealing rubber ring is arranged at the joint of the rubber hose (4) and the sealing ring cover (3).
3. The simple precipitation device for preventing the floating of the underground structure according to claim 1, wherein the sealing ring cover (3) is matched with the steel pipe (9) containing the water filtering holes.
4. The simple precipitation installation for preventing the floating up of underground structures according to claim 1, characterized in that the output port of the submersible pump (6) is connected to a three-stage sedimentation tank (7) by means of a pipe.
5. The simple precipitation device for preventing the floating of the underground structure according to claim 1, wherein the end of the rubber hose (4) inserted into the precipitation well (1) is 1 meter below the basement bottom plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320210700.8U CN219261078U (en) | 2023-02-14 | 2023-02-14 | Simple precipitation device for preventing underground structure from floating upwards |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320210700.8U CN219261078U (en) | 2023-02-14 | 2023-02-14 | Simple precipitation device for preventing underground structure from floating upwards |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219261078U true CN219261078U (en) | 2023-06-27 |
Family
ID=86853524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320210700.8U Active CN219261078U (en) | 2023-02-14 | 2023-02-14 | Simple precipitation device for preventing underground structure from floating upwards |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219261078U (en) |
-
2023
- 2023-02-14 CN CN202320210700.8U patent/CN219261078U/en active Active
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| GR01 | Patent grant | ||
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