CN218496219U - Automatic underground water level monitoring device - Google Patents
Automatic underground water level monitoring device Download PDFInfo
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- CN218496219U CN218496219U CN202221854343.0U CN202221854343U CN218496219U CN 218496219 U CN218496219 U CN 218496219U CN 202221854343 U CN202221854343 U CN 202221854343U CN 218496219 U CN218496219 U CN 218496219U
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- water level
- monitoring device
- winding
- scale
- underground water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 40
- 238000012806 monitoring device Methods 0.000 title claims abstract description 20
- 238000007667 floating Methods 0.000 claims abstract description 30
- 230000007246 mechanism Effects 0.000 claims abstract description 27
- 230000000694 effects Effects 0.000 claims abstract description 9
- 238000000034 method Methods 0.000 claims abstract description 7
- 238000004804 winding Methods 0.000 claims description 39
- 230000001681 protective effect Effects 0.000 claims description 17
- 238000005188 flotation Methods 0.000 claims description 11
- 238000012544 monitoring process Methods 0.000 abstract description 9
- 230000000630 rising effect Effects 0.000 abstract description 8
- 239000003673 groundwater Substances 0.000 abstract description 7
- 230000008859 change Effects 0.000 abstract description 4
- 230000007423 decrease Effects 0.000 abstract 2
- 230000001360 synchronised effect Effects 0.000 abstract 1
- 230000005484 gravity Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
The utility model discloses an underground water level automatic monitoring device relates to the water level monitoring field. This ground water level automatic monitoring device, equipment seat and scale band, the inside of equipment seat is provided with the fixed pulley, and the scale band encircles the surface at the fixed pulley, and floating mechanism installs the one end at the scale band, and counter weight plummet fixed mounting is at the other end of scale band. This ground water level automatic monitoring device, when transferring floating mechanism to the groundwater level rising or decline in monitoring well, floating mechanism is along with the synchronous rising or decline of water level, the scale band takes place to remove this moment, look over the scale number value change on the scale band through transparent observation board to this underground water degree of depth change of understanding this moment, whole cost is with low costs, application method is simple, does not need the professional to operate, and whole electronic component that does not adopt, has better anticorrosive effect.
Description
Technical Field
The utility model relates to a water level monitoring technology field specifically is an underground water level automatic monitoring device.
Background
During geological exploration or mining, the subsurface water level is usually monitored in real time to ensure construction safety, typically by drilling a well down at a specified location and then monitoring the water level within the monitored well.
However, in the actual operation process, most of the existing electronic devices are used for monitoring, the accuracy is high, but the actual use condition is high in cost and complex in structure, operation is required by professional people, and meanwhile, the problem of easy corrosion exists when the water-immersed sensor is immersed in water for a long time in the use process;
in order to solve the problems, the underground water level automatic monitoring device is specially provided.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model discloses an underground water level automatic monitoring device to solve present electronic equipment who proposes in the above-mentioned background and monitor, the cost is higher, and the structure is complicated, has perishable problem.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: an underground water level automatic monitoring device, comprising:
the device comprises an equipment seat and a scale band arranged at the bottom in the equipment seat;
the floating mechanism is arranged at one end of the scale belt;
the counterweight lead weight is fixedly arranged at the other end of the scale belt;
a fixed pulley is arranged in the equipment seat, and the scale belt is wound on the outer surface of the fixed pulley;
the floating mechanism comprises a floating cylinder for providing buoyancy and a winding assembly arranged in the floating cylinder, and a plurality of balancing weights distributed in an annular array are fixedly arranged at the bottom of the floating cylinder;
wire winding component includes the winding up roller and sets up mobilizable card post in the winding up roller side, the surface at the winding up roller is convoluteed to the one end of scale band, the inside wall activity of card post and flotation pontoon is pegged graft.
Preferably, the top of the equipment base is fixedly connected with a protective cover, a transparent observation plate is fixedly mounted on the outer surface of the protective cover, and the fixed pulley is fixedly mounted inside the protective cover.
Preferably, the mass of the floating mechanism is larger than that of the counterweight lead weight, and one end, far away from the winding roller, of the scale belt penetrates through the buoy.
Preferably, the equipment groove has been seted up at the top of flotation pontoon, and equipment inslot portion rotates and is connected with the protective cover, the inside sliding connection of protective cover has the card strip, the tip activity of card strip is pegged graft on the inside wall of flotation pontoon.
Preferably, the slot has been seted up at the top of protective cover, the scale band runs through the slot, the inside rotation in equipment groove is connected with the pivot, the fixed cover of winding up roller is connected at the surface of pivot.
Preferably, the side surface of the clamping column is fixedly connected with a sliding ring, and an elastic assembly is fixedly arranged between the sliding ring and the winding roller.
Preferably, the elastic component comprises a telescopic rod and a spring arranged inside the telescopic rod, the telescopic rod is formed by mutually sleeving two groups of pipes with different diameters, and the two groups of pipes are fixedly connected with the sliding ring and the winding roller respectively.
The utility model discloses an underground water level automatic monitoring device, its beneficial effect who possesses as follows:
1. this ground water level automatic monitoring device, transfer the inside to the monitoring well with floating mechanism, floating mechanism floats on the surface of water under the effect of flotation pontoon this moment, simultaneously because whole floating mechanism's gravity will be far more than the gravity that the counter weight plummet, counter weight plummet suspension is in aqueous this moment, in the use, when groundwater level rises or descends, floating mechanism rises or descends along with the water level synchronization, the scale mark takes place to remove this moment, look over the scale mark number value change on the scale mark through transparent observation board, know the groundwater degree of depth change this moment with this, whole cost is with low costs, application method is simple, do not need the professional to operate, and whole electronic component that does not adopt, better anticorrosive effect has.
2. This ground water level automatic monitoring device, promote through being close to winding up roller one side with the slip ring, make the telescopic link compressed, the inside spring of telescopic link receives the extrusion simultaneously, the card post shifts out from the inside wall of flotation pontoon this moment, rotatory wire winding subassembly this moment, make the scale tape outwards release, finally make the plumbous weight of counter weight sink to the bottom, measure the degree of depth of this observation well with this, then come to roll the scale tape through wire winding subassembly according to actual depth, and insert through the card post and fix in the lateral wall of flotation pontoon, release the scale tape that is fit for length with this.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a sectional view of the internal structure of the equipment base according to the present invention;
FIG. 3 is a schematic view of the floating mechanism of the present invention;
fig. 4 is a schematic view of the structure of the winding assembly of the present invention.
In the figure: 1. an equipment base; 2. a scale band; 3. a floating mechanism; 31. a float bowl; 32. a counterweight block; 33. a winding assembly; 331. a rotating shaft; 332. a winding roller; 333. a telescopic rod; 334. a spring; 335. a slip ring; 336. clamping the column; 34. a protective cover; 4. a counterweight lead weight; 5. a protective cover; 6. a fixed pulley; 7. a transparent viewing plate; 8. a slot; 9. and (6) clamping the strip.
Detailed Description
The embodiment of the utility model discloses an automatic underground water level monitoring device, as shown in figures 1-4, which comprises an equipment base 1 and a scale belt 2 arranged at the bottom in the equipment base 1;
the floating mechanism 3 is arranged at one end of the scale belt 2;
the counterweight lead weight 4 is fixedly arranged at the other end of the scale belt 2;
a fixed pulley 6 is arranged inside the equipment seat 1, and the scale belt 2 is wound on the outer surface of the fixed pulley 6;
the floating mechanism 3 comprises a buoy 31 for providing buoyancy and a winding assembly 33 arranged inside the buoy 31, and a plurality of clump weights 32 distributed in an annular array are fixedly arranged at the bottom of the buoy 31;
the winding assembly 33 comprises a winding roller 332 and a movable clamping column 336 arranged on the side surface of the winding roller 332, one end of the calibration tape 2 is wound on the outer surface of the winding roller 332, and the clamping column 336 is movably inserted with the inner side wall of the float 31.
Referring to the attached drawing 2, the top of the equipment base 1 is fixedly connected with a protective cover 5, a transparent observation plate 7 is fixedly installed on the outer surface of the protective cover 5, a fixed pulley 6 is fixedly installed inside the protective cover 5, when the underground water level rises, a floating mechanism 3 rises synchronously along with the water level, at the moment, a scale band 2 slides to one end close to a counterweight plummet 4, the counterweight plummet 4 moves downwards, then the rising amount of the water level is checked according to the transparent observation plate 7, and meanwhile, the rising speed is judged according to rising time.
Referring to fig. 1, the mass of the floating mechanism 3 is greater than that of the counterweight lead weight 4, one end of the scale belt 2, which is far away from the winding roller 332, penetrates through the float 31, the floating mechanism 3 floats on the water surface under the action of the float 31, and at the same time, since the gravity of the whole floating mechanism 3 is far greater than that of the counterweight lead weight 4, the counterweight lead weight 4 is suspended in the water.
Referring to fig. 3, the equipment groove has been seted up at the top of flotation pontoon 31, and equipment inslot portion rotates and is connected with protective cover 34, and protective cover 34's inside sliding connection has card strip 9, and the tip activity of card strip 9 is pegged graft on the inside wall of flotation pontoon 31, is convenient for protect wire winding subassembly 33.
Referring to fig. 3-4, a slot 8 is formed in the top of the protective cover 34, the scale tape 2 penetrates through the slot 8, a rotating shaft 331 is rotatably connected to the inside of the equipment slot, a winding roller 332 is fixedly sleeved on the outer surface of the rotating shaft 331, a sliding ring 335 is fixedly connected to the side surface of the clamping column 336, an elastic component is fixedly installed between the sliding ring 335 and the winding roller 332, the elastic component includes a telescopic rod 333 and a spring 334 arranged inside the telescopic rod 333, the telescopic rod 333 is formed by sleeving two groups of tubes with different diameters, the two groups of tubes are respectively fixedly connected with the sliding ring 335 and the winding roller 332, the sliding ring 335 is pushed towards the side close to the winding roller 332, so that the telescopic rod 333 is compressed, the spring 334 inside the telescopic rod 333 is squeezed, the clamping column 336 is moved out from the inner side wall of the buoy 31 at this time, the winding component 33 is rotated at this time, and the scale tape 2 is released outwards.
The working principle is as follows: when the device is used, firstly, the floating mechanism 3 and the equipment base 1 are placed at the top of a monitoring well, then the counterweight lead weight 4 is placed downwards into the monitoring well, then the sliding ring 335 is pushed to the side close to the winding roller 332, the telescopic rod 333 is compressed, meanwhile, the spring 334 inside the telescopic rod 333 is squeezed, the clamping column 336 is moved out of the inner side wall of the buoy 31, the winding component 33 is rotated, the scale belt 2 is released outwards, finally, the counterweight lead weight 4 is sunk to the water bottom, the depth of the observation well is measured, then the scale belt 2 is wound through the winding component 33 according to the actual depth, and the clamping column 336 is inserted into the side wall of the buoy 31 for fixing, so that the scale belt 2 with the proper length is released;
then the floating mechanism 3 is lowered into the monitoring well, the floating mechanism 3 floats on the water surface under the action of the buoy 31, meanwhile, the gravity of the whole floating mechanism 3 is far greater than that of the counterweight lead weight 4, the counterweight lead weight 4 is suspended in the water, the scale number on the scale band 2 is checked through the transparent observation plate 7, and then the scale number is subtracted from the depth of the observation well measured before, so that the depth of the underground water at the moment is known;
in the using process, when the underground water level rises, the floating mechanism 3 rises synchronously along with the water level, at the moment, the scale band 2 slides to one end close to the counterweight lead weight 4, the counterweight lead weight 4 moves downwards, then the rising amount of the water level is checked according to the transparent observation plate 7, and meanwhile, the rising speed is judged according to the rising time;
when the water level descends, the floating mechanism 3 descends along with the water level synchronization, at the moment, the scale band 2 slides towards one end away from the counterweight lead weight 4, the counterweight lead weight 4 moves upwards, then the water level descending amount is checked according to the transparent observation plate 7, the descending speed is judged according to the descending time, the whole manufacturing cost is low, the using method is simple, the operation is not required to be carried out by a professional, and the whole structure has a better corrosion resistant effect because no electronic element is adopted.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, and the above embodiments and descriptions are only illustrative of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the present invention, and all such changes and modifications fall within the scope of the present invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (7)
1. An automatic underground water level monitoring device comprises;
the device comprises an equipment base (1) and a scale band (2) arranged at the bottom in the equipment base (1);
the floating mechanism (3) is installed at one end of the scale belt (2);
the balance weight lead weight (4), the balance weight lead weight (4) is fixedly arranged at the other end of the scale belt (2);
the method is characterized in that: a fixed pulley (6) is arranged in the equipment seat (1), and the scale belt (2) is wound on the fixed pulley (6);
the floating mechanism (3) comprises a buoy (31) for providing buoyancy and a winding assembly (33) installed inside the buoy (31), and a plurality of balancing weights (32) distributed in an annular array are fixedly installed at the bottom of the buoy (31);
wire winding subassembly (33) are including winding up roller (332) and set up movably card post (336) in winding up roller (332) side, the one end of scale tape (2) is convoluteed on winding up roller (332), card post (336) are pegged graft with the inside wall activity of flotation pontoon (31).
2. The automatic underground water level monitoring device according to claim 1, wherein: the top of equipment seat (1) is provided with protection casing (5), fixed mounting has transparent observation board (7) on protection casing (5), fixed pulley (6) fixed mounting is in protection casing (5).
3. The automatic underground water level monitoring device according to claim 1, wherein: the mass of the floating mechanism (3) is greater than that of the counterweight lead weight (4), and one end, far away from the winding roller (332), of the scale belt (2) penetrates through the buoy (31).
4. The automatic underground water level monitoring device according to claim 1, wherein: the equipment groove has been seted up at the top of flotation pontoon (31), and equipment inslot portion rotates and is connected with protective cover (34), sliding connection has card strip (9) in protective cover (34), the tip activity of card strip (9) is pegged graft on the inside wall of flotation pontoon (31).
5. The automatic underground water level monitoring device according to claim 4, wherein: slot (8) have been seted up at the top of protective cover (34), slot (8) are run through in scale band (2), rotate in the equipment groove and be connected with pivot (331), fixed the cup jointing of winding up roller (332) is on pivot (331).
6. An automatic underground water level monitoring device according to claim 5, characterized in that: the side of card post (336) is provided with slip ring (335), fixed mounting has elastic component between slip ring (335) and winding up roller (332).
7. An automatic underground water level monitoring device according to claim 6, characterized in that: elastic component includes telescopic link (333) and sets up spring (334) inside telescopic link (333), telescopic link (333) have two sets of different bodys of diameter to cup joint each other and form, and two sets of bodys respectively with slip ring (335) and winding up roller (332) setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221854343.0U CN218496219U (en) | 2022-07-04 | 2022-07-04 | Automatic underground water level monitoring device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221854343.0U CN218496219U (en) | 2022-07-04 | 2022-07-04 | Automatic underground water level monitoring device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218496219U true CN218496219U (en) | 2023-02-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221854343.0U Expired - Fee Related CN218496219U (en) | 2022-07-04 | 2022-07-04 | Automatic underground water level monitoring device |
Country Status (1)
| Country | Link |
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| CN (1) | CN218496219U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116086574A (en) * | 2023-03-24 | 2023-05-09 | 山东省鲁南地质工程勘察院(山东省地质矿产勘查开发局第二地质大队) | Automatic monitoring equipment for buried depth of underground water level |
-
2022
- 2022-07-04 CN CN202221854343.0U patent/CN218496219U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116086574A (en) * | 2023-03-24 | 2023-05-09 | 山东省鲁南地质工程勘察院(山东省地质矿产勘查开发局第二地质大队) | Automatic monitoring equipment for buried depth of underground water level |
| CN116086574B (en) * | 2023-03-24 | 2023-06-30 | 山东省鲁南地质工程勘察院(山东省地质矿产勘查开发局第二地质大队) | Automatic monitoring equipment for buried depth of underground water level |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20230217 |