CN220057802U - Groundwater fills compaction device - Google Patents
Groundwater fills compaction device Download PDFInfo
- Publication number
- CN220057802U CN220057802U CN202320968475.4U CN202320968475U CN220057802U CN 220057802 U CN220057802 U CN 220057802U CN 202320968475 U CN202320968475 U CN 202320968475U CN 220057802 U CN220057802 U CN 220057802U
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- China
- Prior art keywords
- groundwater
- compaction device
- filling
- plate
- filter screen
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- 238000005056 compaction Methods 0.000 title claims abstract description 25
- 239000003673 groundwater Substances 0.000 title claims abstract description 22
- 239000012528 membrane Substances 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 230000035515 penetration Effects 0.000 claims abstract description 7
- 238000007906 compression Methods 0.000 claims abstract description 5
- 230000006835 compression Effects 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 19
- 238000001764 infiltration Methods 0.000 claims description 10
- 238000001914 filtration Methods 0.000 claims description 9
- 230000008595 infiltration Effects 0.000 claims description 9
- 229910021536 Zeolite Inorganic materials 0.000 claims description 3
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000010457 zeolite Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 12
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 239000000945 filler Substances 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000000926 separation method Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
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- Sewage (AREA)
Abstract
A groundwater fill compaction device comprising a fill tank and a compaction plate; the left side and the right side of the filling groove are respectively provided with a side fixing plate, the middle part of each group of side fixing plates is provided with a penetration window, and the penetration window is provided with a filter screen and a filter membrane; two groups of linear sliding rails are arranged on the front side wall and the rear side wall of the filling groove, a compacting plate is connected to the linear sliding rails in a sliding manner, the compacting plate moves up and down in the filling groove, a middle through hole is formed in the middle of the compacting plate, a cover plate is arranged on the middle through hole in a covering mode, upper connecting frames are arranged on the left portion and the right portion of the upper end face of the compacting plate, a compression bar connecting hole is formed in the middle of the upper portion of each upper connecting frame, and a connector is arranged at the bottom of each upper connecting frame. The filling compaction device can not completely enclose the underground water, is convenient for adding the filler into the filling compaction device, is aligned for compact compaction, discharges the redundant underground water, obtains the filler which is firmly compacted and can not flow outwards, and is beneficial to preventing soil loss.
Description
Technical field:
the utility model belongs to the technical field of groundwater treatment, and particularly relates to the technical field of groundwater filling and compacting, in particular to a groundwater filling and compacting device.
The background technology is as follows:
the water and soil loss is aggravated, so that the ecological maladjustment and drought and waterlogging disasters frequently occur and become more and more serious. Due to water and soil loss of the upstream river basin, the sediment amount of the river is increased, when the river water carrying the sediment flows through the middle and downstream river beds, the reservoir and the river channel, and the flow speed is reduced, the sediment gradually settles the sediment, so that the reservoir is shallow and the sediment is reduced, the river channel is blocked, the navigation mileage is shortened, and the hydraulic engineering and the shipping industry are seriously affected. Serious water and soil loss, a large amount of sediment is discharged out of the river channel and the canal, so that the reservoir is forced to be scrapped, and a large-scale silted-up dam is formed. In the specification of the patent document CN214282505U, it is mentioned that the top plate upper surface can be disassembled and provided with a vertical telescopic rod, the top end of the vertical telescopic rod is provided with a horizontal telescopic rod, a stable round block is installed on the horizontal telescopic rod, the bottom surface of the top plate is connected with the upper surface of the bottom plate through a separation plate, water holes are uniformly formed on the separation plate, a connecting net is detachably arranged between the bottom plate and the top plate, and the bottom end side wall of the vertical telescopic rod is provided with a protective film fixing clamp, but the filling and fastening device in the patent document can enclose a soil area which is maintained and fastened, but gaps exist between enclosed structures, which are not enough to block the outflow of soil, and the effect of filling and fastening is difficult to achieve.
The utility model comprises the following steps:
in order to overcome the defects existing in the prior art, a groundwater filling and compacting device is provided, so that the problem that the filling and compacting device in the prior art can enclose a soil area which is maintained and fastened, but gaps exist between enclosed structures and are not enough to block outflow of soil, and the effect of filling and compacting is difficult to achieve is solved.
The utility model adopts the following technical scheme to realize the aim:
the utility model provides a groundwater filling compaction device, which comprises a filling groove and a compaction plate; the left side and the right side of the filling groove are respectively provided with a side fixing plate, the middle part of each group of side fixing plates is provided with a penetration window, and the penetration window is provided with a filter screen and a filter membrane; two groups of linear sliding rails are arranged on the front side wall and the rear side wall of the filling groove, a compacting plate is connected to the linear sliding rails in a sliding manner, the compacting plate moves up and down in the filling groove, a middle through hole is formed in the middle of the compacting plate, a cover plate is arranged on the middle through hole in a covering mode, upper connecting frames are arranged on the left portion and the right portion of the upper end face of the compacting plate, a compression bar connecting hole is formed in the middle of the upper portion of each upper connecting frame, and a connector is arranged at the bottom of each upper connecting frame.
The outside of infiltration window be provided with outer filter screen, the inboard of outer filter screen is provided with outer filter membrane, the middle part of infiltration window is provided with well filter core, the inside of infiltration window is provided with interior filter membrane, interior filter membrane's inboard is provided with interior filter screen.
The outer filter screen is made of natural zeolite layer materials.
The outer filtering membrane is made of groundwater hydrophilic permeable membrane material.
The middle filter core is made of a geogrid structure material.
The inner filtering membrane is made of groundwater hydrophilic permeable membrane material.
The inner filter screen is made of stainless steel filter screen materials.
The left and right parts of the lower end surface of the compacting plate are provided with a plurality of groups of ground thorns.
The left and right parts of the upper end surface of the compacting plate are respectively provided with two groups of handles.
Compared with the prior art, the utility model has the following beneficial effects:
1. the infiltration windows arranged on the side fixing plates at the left side and the right side of the filling groove are used for infiltration of underground water to the outer side, after the filling groove is filled and compacted, the compacted and extruded underground water can seep out from the infiltration windows at the two sides and sequentially infiltrate layer by layer through the inner filter screen, the inner filter membrane, the middle filter core, the outer filter membrane and the outer filter screen, thereby being beneficial to leaving soil, avoiding soil loss and being beneficial to the tight and firm filling and compaction of the underground water.
2. The compaction plate can be directly pressed down after the upper pressing rod is arranged on the upper connecting frame to achieve the purpose of compacting the filler in the filling groove, and the ground thorns arranged on the lower end face of the compaction plate are used for exhausting, so that the punched and exhausted materials of the compacted materials are convenient to punch and exhaust, and the filled compact materials which are too concentrated or agglomerate are convenient to split, so that the filled compact materials are uniformly compacted.
3. The filling and fastening device can effectively solve the problems that the filling and fastening device in the comparison document can enclose a soil area which is maintained and fastened, but gaps exist between enclosed structures, which are insufficient for blocking the outflow of soil and difficult to achieve the effect of filling and fastening.
Description of the drawings:
FIG. 1 is a schematic top view of the present utility model;
FIG. 2 is a schematic cross-sectional view of the present utility model;
FIG. 3 is a schematic view showing the internal structure of the filling tank according to the present utility model;
fig. 4 is a schematic cross-sectional view of a compacting plate of the utility model.
Reference numerals in the drawings:
1-filling the groove, 2-compacting the plate.
10-side fixing plate, 11-infiltration window, 12-outer filter screen, 13-outer filter membrane, 14-middle filter core, 15-inner filter membrane, 16-inner filter screen, 17-linear slide rail.
20-handle, 21-ground thorn, 22-upper connecting frame, 23-compression bar connecting hole, 24-connector, 25-cover plate, 26-middle through hole.
The specific embodiment is as follows:
the present utility model will be further described with reference to the following specific embodiments, which are intended to be illustrative of the principles of the present utility model and not in any way limiting, nor will the same or similar techniques be used in connection with the present utility model beyond the scope of the present utility model.
Referring to fig. 1-4, the present utility model provides a groundwater fill compaction device including a fill tank 1 and a compaction plate 2. The left and right sides of the filling tank 1 are provided with side fixing plates 10, and the middle part of each group of side fixing plates 10 is provided with a penetration window 11. An outer filter screen 12 is arranged outside the permeation window 11, and the outer filter screen 12 is made of a natural zeolite layer material; an outer filter membrane 13 is arranged on the inner side of the outer filter screen 12, and the outer filter membrane 13 is made of an underground water hydrophilic permeable membrane material; the middle part of the permeation window 11 is provided with a middle filter element 14, and the middle filter element 14 is made of a geogrid structure material; an inner filtering membrane 15 is arranged in the permeation window 11, and the inner filtering membrane 15 is made of groundwater hydrophilic permeation membrane materials; an inner filter screen 16 is arranged on the inner side of the inner filter membrane 15, and the inner filter screen 16 is made of stainless steel filter screen materials. Two groups of linear slide rails 17 are arranged on the front side wall and the rear side wall in the filling groove 1, the linear slide rails 17 are connected with the compacting plates 2 in a sliding manner, and the compacting plates 2 move up and down in the filling groove 1. The middle part of the compacting plate 2 is provided with a middle through hole 26, a cover plate 25 is covered on the middle through hole 26, and a plurality of groups of ground thorns 21 are arranged at the left part and the right part of the lower end surface of the compacting plate 2; two groups of handles 20 are arranged on the left and right parts of the upper end face of the compacting plate 2, an upper connecting frame 22 is arranged on the left and right parts of the upper end face of the compacting plate 2, a compression bar connecting hole 23 is formed in the middle of the upper part of the upper connecting frame 22, and a connector 24 is arranged at the bottom of the upper connecting frame 22.
Claims (9)
1. An underground water filling compaction device is characterized in that: the filling compaction device comprises a filling groove (1) and a compaction plate (2); the left side and the right side of the filling groove (1) are respectively provided with a side fixing plate (10), the middle part of each group of side fixing plates (10) is provided with a penetration window (11), and the penetration window (11) is provided with a filter screen and a filter membrane; two groups of linear slide rails (17) are arranged on the front side wall and the rear side wall in the filling groove (1), the linear slide rails (17) are connected with a compacting plate (2) in a sliding manner, the compacting plate (2) moves up and down in the filling groove (1), a middle through hole (26) is formed in the middle of the compacting plate (2), a cover plate (25) is arranged on the middle through hole (26), an upper connecting frame (22) is arranged on the left portion and the right portion of the upper end face of the compacting plate (2), a compression bar connecting hole (23) is formed in the middle of the upper portion of the upper connecting frame (22), and a connector (24) is arranged at the bottom of the upper connecting frame (22).
2. The groundwater filling compaction device according to claim 1, wherein: the outside of infiltration window (11) be provided with outer filter screen (12), the inboard of outer filter screen (12) is provided with outer filtration membrane (13), the middle part of infiltration window (11) is provided with well filter core (14), the inside of infiltration window (11) is provided with interior filtration membrane (15), the inboard of interior filtration membrane (15) is provided with interior filter screen (16).
3. A groundwater fill compaction device according to claim 2 wherein: the outer filter screen (12) is made of natural zeolite layer materials.
4. A groundwater fill compaction device according to claim 2 wherein: the outer filtering membrane (13) is made of a groundwater hydrophilic permeable membrane material.
5. A groundwater fill compaction device according to claim 2 wherein: the middle filter core (14) is made of a geogrid structure material.
6. A groundwater fill compaction device according to claim 2 wherein: the inner filtering membrane (15) is made of a groundwater hydrophilic permeable membrane material.
7. A groundwater fill compaction device according to claim 2 wherein: the inner filter screen (16) is made of stainless steel filter screen materials.
8. The groundwater filling compaction device according to claim 1, wherein: the left and right parts of the lower end surface of the compacting plate (2) are provided with a plurality of groups of ground thorns (21).
9. The groundwater filling compaction device according to claim 1, wherein: two groups of handles (20) are arranged at the left and right parts of the upper end surface of the compacting plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320968475.4U CN220057802U (en) | 2023-04-26 | 2023-04-26 | Groundwater fills compaction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320968475.4U CN220057802U (en) | 2023-04-26 | 2023-04-26 | Groundwater fills compaction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220057802U true CN220057802U (en) | 2023-11-21 |
Family
ID=88788110
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320968475.4U Active CN220057802U (en) | 2023-04-26 | 2023-04-26 | Groundwater fills compaction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220057802U (en) |
-
2023
- 2023-04-26 CN CN202320968475.4U patent/CN220057802U/en active Active
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