CN217204181U - Precipitation well structure of water level is surveyd to dystopy - Google Patents
Precipitation well structure of water level is surveyd to dystopy Download PDFInfo
- Publication number
- CN217204181U CN217204181U CN202123027701.9U CN202123027701U CN217204181U CN 217204181 U CN217204181 U CN 217204181U CN 202123027701 U CN202123027701 U CN 202123027701U CN 217204181 U CN217204181 U CN 217204181U
- Authority
- CN
- China
- Prior art keywords
- water level
- pipe
- precipitation well
- precipitation
- well
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
Abstract
The utility model provides a precipitation well structure of water level is surveyd to dystopy belongs to precipitation well field, and it has solved current unable true water level high grade problem of learning this precipitation well, including precipitation well casing, water level measurement device and the well head sealing device that can cut, well head sealing device is used for the well head of sealed precipitation well casing after living the cutting, connects through the connecting pipe of burying underground in the bottom plate below between the precipitation well casing after water level measurement device and the cutting, the utility model discloses can solve the water level observation problem when groundwater water level is higher than precipitation well casing well mouth.
Description
Technical Field
The utility model belongs to precipitation well field, in particular to precipitation well structure of water level is surveyd to dystopy.
Background
Under the normal condition, the well mouth of the precipitation deep well is positioned above and below the leveled ground, the water level of the precipitation well is positioned below the well mouth of the precipitation well, and the water level observation of the precipitation well can be realized by adopting a conventional measuring method. However, under some circumstances, precipitation well casing exceeds the excavation face a lot, and can't set up the protection platform to the precipitation well in the excavation scope, consequently need cut off certain length with the precipitation well casing and protect, and precipitation well water level elevation will be higher than the well head elevation this moment, and groundwater in the precipitation well will outwards spill over along the well head, will not learn this precipitation well's true water level elevation (the water level of groundwater promptly) this moment, still lack a structure that can observe the precipitation well of precipitation well true water level under this kind of condition at present.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the above-mentioned problem that exists among the prior art, provide a precipitation well structure of water level is observed to dystopy.
The purpose of the utility model can be realized by the following technical proposal: the utility model provides a precipitation well structure of water level is surveyd to dystopy, includes precipitation well pipe, water level measurement device and the well head sealing device that can cut, well head sealing device is used for sealing the well head of precipitation well pipe after the cutting, connect through burying the connecting pipe in the bottom plate below between water level measurement device and the precipitation well pipe or the well head sealing device after the cutting.
The utility model discloses a theory of operation: during the use, select the position earlier, then insert the precipitation well casing, if meet the condition that the precipitation well casing exceeds a lot of excavation faces, then cut off the precipitation well casing that is located the bottom plate top, then seal the well head of the precipitation well casing after the cutting with well head sealing device, couple together water level measuring device and the precipitation well casing after the cutting through the connecting pipe, perhaps couple together water level measuring device and well head sealing device, the staff can observe the water level of groundwater through observing water level measuring device. The utility model discloses can solve the water level observation problem when groundwater water level is higher than precipitation well casing well head.
In the dewatering well structure for observing the water level in an ectopic position, the water level measuring device is positioned above the bottom plate.
In the dewatering well structure for observing the water level in the ectopic position, the water level measuring device is detachably connected with the connecting pipe through threads.
In the dewatering well structure for observing the water level in an ectopic way, the connecting pipe is welded or screwed on one side of the dewatering well pipe or the wellhead sealing device.
In foretell precipitation well structure of water level is observed to dystopy, water level measuring device is for surveying the buret, it adopts transparent material to make to survey the buret.
In foretell precipitation well structure of water level is observed to dystopy, be provided with the scale on the survey buret lateral wall.
In foretell precipitation well structure of water level is observed to dystopy, the pipe diameter of surveying buret and connecting pipe is less than the pipe diameter of precipitation well pipe.
In the dewatering well structure for observing the water level in the ectopic position, the water level measuring device is a sensor or a pressure gauge.
Compared with the prior art, the utility model discloses water level observation problem when groundwater water level is higher than precipitation well casing well head can be solved.
Drawings
FIG. 1 is a schematic structural diagram of one embodiment of the present invention;
fig. 2 is a schematic structural diagram of a second embodiment of the present invention;
fig. 3 is a schematic structural diagram of the wellhead sealing device of the utility model.
In the figure, 1, a precipitation well pipe; 2. a wellhead sealing device; 3. a connecting pipe; 4. a measurement pipe; 5. a water level sensor.
Detailed Description
The following are specific embodiments of the present invention and the accompanying drawings are used to further describe the technical solution of the present invention, but the present invention is not limited to these embodiments.
As shown in fig. 1-3, a precipitation well structure for observing water level in different positions comprises a precipitation well pipe 1 capable of being cut, a water level measuring device and a wellhead sealing device 2, wherein the wellhead sealing device 2 is used for sealing a wellhead of the precipitation well pipe 1 after being cut, and the water level measuring device is connected with the precipitation well pipe 1 after being cut or the wellhead sealing device 2 through a connecting pipe 3 buried below a bottom plate. The connection pipe 3 is buried under the bottom plate in order to protect the connection pipe 3 better.
In further detail, the water level measuring device is located above the bottom plate. An excavation surface is selected on the bottom plate, then a pit is excavated downwards, and the water level measuring device is positioned above the bottom plate, so that people can conveniently observe the water level measuring device.
In further detail, the water level measuring device is detachably connected with the connecting pipe 3 through threads. The connecting pipe 3 is welded or screwed to one side of the precipitation well pipe 1 or the wellhead sealing device 2.
The method comprises the steps of cutting off the precipitation well pipe 1 above a bottom plate, sealing a well mouth, welding a connecting pipe 3 at an opening on one side of the precipitation well pipe 1, or connecting the connecting pipe 3 in a threaded manner on one side of the precipitation well pipe 1, or connecting the connecting pipe 3 in a welded manner or a threaded manner on one side of a well mouth sealing device 2, so that the precipitation well pipe 1 is communicated with the connecting pipe 3, certain strength must be provided for each connecting point by welding, looseness is prevented from occurring under the action of air pressure and water pressure, and water leakage at the welding position is prevented. Then the water level measuring device is connected with the connecting pipe 3 through a thread, and the thread connection place needs to adopt a raw rubber belt to process the thread space, so as to prevent water leakage.
All the thread connection modes of the embodiment can be replaced by welding, or other connection modes can be adopted.
The water level measuring device has two embodiments, as follows:
in one embodiment, as shown in fig. 1, the water level measuring device is a measuring tube 4, and the measuring tube 4 is made of transparent material. Scales are arranged on the side wall of the measuring pipe 4. This setting is convenient for observe the water level.
In more detail, the pipe diameter of the measuring pipe 4 is smaller than the pipe diameter of the precipitation well pipe 1. The pipe diameters of the measuring pipe 4 and the connecting pipe 3 are small, and the water level can be measured only by the measuring pipe 4 with the smaller pipe diameter.
In the second embodiment, as shown in fig. 2, the water level measuring device is a sensor 5 or a pressure gauge.
The water level measuring device can adopt a pressure gauge, a sensor 5 or other tools capable of displaying the water pressure and the water level.
If the groundwater level is higher than the water level at the wellhead of the precipitation well pipe 1, the sensor 5 senses the water pressure and displays the water pressure, so that the water level is observed.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described herein may be made by those skilled in the art without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.
Although a large number of terms are used here more, the possibility of using other terms is not excluded. These terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed in a manner that is inconsistent with the spirit of the invention.
Claims (8)
1. The utility model provides a precipitation well structure of water level is surveyd to dystopy, its characterized in that, is including precipitation well pipe (1), water level measuring device and well head sealing device (2) that can cut, well head sealing device (2) are used for sealing the well head of precipitation well pipe (1) after the cutting, connect through connecting pipe (3) buried in the bottom plate below between water level measuring device and precipitation well pipe (1) after the cutting or well head sealing device (2).
2. An ectopic observation water level precipitation well structure as claimed in claim 1, wherein said water level measuring device is located above the bottom plate.
3. An ectopic observation water level precipitation well structure as claimed in claim 1, wherein said water level measuring device and connecting pipe (3) are detachably connected by screw thread.
4. An ectopic observation water level precipitation well structure according to claim 1, characterized in that said connecting pipe (3) is welded or screwed on one side of the precipitation well pipe (1) or wellhead sealing device (2).
5. An ectopic observation water level dewatering well structure according to claim 1, characterized in that the water level measuring device is a measuring pipe (4), and the measuring pipe (4) is made of transparent material.
6. An ectopic observation water level dewatering well structure according to claim 5, characterized in that the measuring pipe (4) is provided with scales on its side wall.
7. An ectopic observation water level precipitation well structure according to claim 5, characterized in that the pipe diameters of the measuring pipe (4) and the connecting pipe (3) are smaller than the pipe diameter of the precipitation well pipe (1).
8. An ectopic observation water level precipitation well structure according to claim 1, characterized in that said water level measuring device is a sensor (5) or a pressure gauge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123027701.9U CN217204181U (en) | 2021-12-03 | 2021-12-03 | Precipitation well structure of water level is surveyd to dystopy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123027701.9U CN217204181U (en) | 2021-12-03 | 2021-12-03 | Precipitation well structure of water level is surveyd to dystopy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217204181U true CN217204181U (en) | 2022-08-16 |
Family
ID=82782328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123027701.9U Active CN217204181U (en) | 2021-12-03 | 2021-12-03 | Precipitation well structure of water level is surveyd to dystopy |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217204181U (en) |
-
2021
- 2021-12-03 CN CN202123027701.9U patent/CN217204181U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104389325B (en) | The full-automatic inclination measurement system of foundation pit enclosure wall and tilt measurement | |
| CN104406568B (en) | Device and method for monitoring settlement of ground surface in deep water area | |
| CN102645288B (en) | Fast press-in type real-time deep underground water temperature monitoring device | |
| WO2021026961A1 (en) | Self-adaptive gas release rod and shallow gas controlled gas release recovery system and method | |
| CN210774018U (en) | Flat-longitudinal integrated monitoring device of soft soil shield tunnel | |
| CN207672634U (en) | A kind of geotechnical engineering construction solum settlement monitoring device | |
| CN104697496A (en) | Split type static hydraulic pressure difference settlement monitoring system and installation method thereof | |
| CN115144319A (en) | Measuring device for slurry permeability of shield tunnel | |
| CN217204181U (en) | Precipitation well structure of water level is surveyd to dystopy | |
| CN109827628A (en) | A kind of Goaf Area water level and flow dynamic monitoring method for early warning and device | |
| CN204214437U (en) | Profundal zone surface subsidence monitoring device | |
| CN201828353U (en) | Temperature-field testing device of artificially frozen soil | |
| CN113591347A (en) | Dynamic monitoring method and early warning system in high slope construction process | |
| CN211368656U (en) | Portable in-situ air pressure measuring probe and measuring device for shallow gas-bearing stratum | |
| CN107764232A (en) | A kind of measuring system and its construction, measuring method for wearing river shield tunnel riverbed vertical deformation | |
| CN109540247A (en) | A kind of drilling level of ground water real-time monitoring device | |
| CN206919965U (en) | A kind of level of ground water remote auto observation device | |
| CN206311600U (en) | A kind of geological stress changes liquid-phase detection device | |
| CN216283778U (en) | Hydrogeology multilayer groundwater water level surveys device | |
| CN114183126A (en) | Implementation method for ectopic water level observation of dewatering well | |
| CN208636444U (en) | A kind of geostress survey device and geostress survey system | |
| CN211452269U (en) | Automatic monitoring device for horizontal displacement and deep displacement of supporting pile top | |
| CN110864723B (en) | Groundwater oil pollution monitoring system | |
| CN114136246A (en) | Foundation pit deformation monitoring device and method | |
| CN113186994A (en) | Method for monitoring confined water inrush during excavation of ultra-large and ultra-deep foundation pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |