CN208201842U - A kind of artesian water water stage measurement instrument - Google Patents
A kind of artesian water water stage measurement instrument Download PDFInfo
- Publication number
- CN208201842U CN208201842U CN201720441553.XU CN201720441553U CN208201842U CN 208201842 U CN208201842 U CN 208201842U CN 201720441553 U CN201720441553 U CN 201720441553U CN 208201842 U CN208201842 U CN 208201842U
- Authority
- CN
- China
- Prior art keywords
- drilling rod
- taper
- seepage flow
- drill body
- taper bit
- 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.)
- Expired - Fee Related
Links
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 title claims abstract description 16
- 238000005259 measurement Methods 0.000 title claims abstract description 16
- 238000005553 drilling Methods 0.000 claims abstract description 45
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- ARUVKPQLZAKDPS-UHFFFAOYSA-L copper(II) sulfate Chemical group [Cu+2].[O-][S+2]([O-])([O-])[O-] ARUVKPQLZAKDPS-UHFFFAOYSA-L 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 2
- 229910052751 metal Inorganic materials 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 2
- 238000011835 investigation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000004537 pulping Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model relates to a kind of artesian water water stage measurement instrument, including taper bit, drilling rod, connecting line, rubber ring and instrument support for fixing taper bit and drilling rod, the taper bit includes taper apex point and drill body, the taper apex point and drill body connecting portion are provided with rubber ring, the bottom of the drilling rod is fixed with seepage flow room, drilling rod and the connecting portion of seepage flow room are provided with rubber ring, in the cavity for the drill body that taper bit is arranged in the seepage flow room, one end of the connecting line is fixed in taper apex point, the other end sequentially passes through the drill body of taper bit, seepage flow room, drilling rod.The utility model is mainly made of drilling rod and taper bit, and instrument overall structure is simple, easy to use, saves manpower, and seepage flow cell structure and rubber ring are used cooperatively, and keeps level measuring result more accurate.
Description
Technical field
The utility model relates to engineering investigation field more particularly to a kind of artesian water water stage measurement instrument.
Background technique
The determination of artesian water water level is the capsule information of engineering geology and hydrogeology, is architectural engineering especially underground work
Technical parameter necessary to journey.During real engineering investigation, the measurement of the artesian water water level on a certain stratum suffers from top
The influence of construction water during stratum water level seepage flow and drilling construction, it is difficult to determine.
Existing measurement method is to make a call to a drilling hole in measurement place, after being drilled into predetermined stratum, drains ponding in drilling, together
When in drilling process setting of casing or use impervious material, blocking top underground water replied after a period of time according to water level
Situation determines the stratum pressure water head, and that there are project amounts is larger for this method；Water blockoff, sealing construction are carried out to the biggish stratum of buried depth
Difficulty is larger；During powder soil horizon or layer of sand are crept into, to prevent borehole collapse, generally understands pulping, carried out with mud
Retaining wall can block this layer of underground water, so that Groundwater position-finding inaccuracy.
Utility model content
Technical problem to be solved by the utility model is: in order to solve existing method, difficulty of construction is big, and artesian water water level is surveyed
The problem of fixed inaccuracy, the utility model provide a kind of artesian water water stage measurement instrument to solve the above problems.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of artesian water water stage measurement instrument, including taper bit, drilling rod, connecting line, rubber ring and for fixing tapered bur
The instrument support of head and drilling rod, the taper bit include taper apex point and drill body, the taper apex point and drill body connecting portion
It is provided with rubber ring, the bottom of the drilling rod is fixed with seepage flow room, and the connecting portion of drilling rod and seepage flow room is provided with rubber ring, institute
In the cavity for stating the drill body that taper bit is arranged in seepage flow room, one end of the connecting line is fixed in taper apex point, the other end
Sequentially pass through drill body, the seepage flow room, drilling rod of taper bit.
Further, the connecting line is hingedly made of wirerope with lining rope, and colour-changing agent is coated on connecting line.
Further, the colour-changing agent is copper sulphate.
Further, further include driving device for driving taper bit and drilling rod to move.
Further, the seepage flow room is metal grill mechanism.
Further, the drilling rod is more piece drilling rod.
The utility model has the beneficial effects that the utility model is mainly made of drilling rod and taper bit, instrument is integrally tied
Structure is simple, easy to use, saves manpower, and seepage flow cell structure and rubber ring are used cooperatively, and keeps level measuring result more accurate.
Detailed description of the invention
The present invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural schematic diagram of the utility model taper bit and drilling rod.
Fig. 2 is the utility model structure diagram.
1, driving device in figure, 2, connecting line, 3, drilling rod, 4, drill body, 5, taper apex point, 6, instrument support, 7, rubber ring,
8, seepage flow room.
Specific embodiment
The utility model is described in further detail presently in connection with attached drawing.These attached drawings are simplified schematic diagram,
Only illustrate the basic structure of the utility model in a schematic way, therefore it only shows composition related with the utility model.
Embodiment 1:
As shown in Figure 1 and Figure 2, a kind of artesian water water stage measurement instrument, including taper bit, drilling rod 3, connecting line 2, rubber ring 7
With the instrument support 6 for fixing taper bit and drilling rod, the taper bit includes taper apex point 5 and drill body 4, the taper
Apex point 5 and 4 connecting portion of drill body are provided with rubber ring 7, and the bottom of the drilling rod is fixed with seepage flow room 8, drilling rod 3 and seepage flow room 8
Connecting portion be provided with rubber ring 7, the seepage flow room is arranged in the cavity of drill body 4 of taper bit, the connecting line
One end is fixed in taper apex point 5, and the other end sequentially passes through the drill body 4 of taper bit, seepage flow room 8, drilling rod 3.
By taper bit together with 3 injection of drilling rod stratum to be measured inside, can be increased by increasing the quantity of drilling rod
Add measurement point depth, each save is connected between drilling rod by screw thread, during creeping into stratum, since the extruding of soil layer is made
With, cover seepage flow room 8 by drill body outer wall, at this point, underground water will be unable to penetrate into seepage flow room；When taper bit enters predetermined stratum
After depth (to be generally more than predetermined depth 20cm~50cm), drilling rod is above mentioned, taper bit is influenced by side friction, 4 meeting of drill body
It is separated with seepage flow room 8, at this point, underground water will penetrate into inside seepage flow room 8.Relative position between connecting line 2 and drilling rod 3 can be passed through
Variation judge whether seepage flow room separates out of drill body 4 cavity.
It waits in seepage flow room 8 after stable level, proposes taper bit and drilling rod 3, and degree is soaked according to connecting line
Judge the level of ground water on corresponding stratum, to enhance test effect, connecting line 2 should be the hinge lines of wirerope and lining rope, can apply thereon
Smear the water breakthroughs colour-changing agent such as copper sulphate.
The equipment, which is useful within the scope of place, has verified distribution of strata, in the case where understanding predetermined substantially buried depth, Huo Zhe
Certain exploratory hole for disclosing stratum nearby uses, so that it is determined that pressure water head.
Embodiment 2:
On the basis of embodiment 1, the 3 injection stratum of drilling rod that can be connected taper bit with it by driving device 1
Or put forward out of stratum, for example, the present embodiment drives pulley drive by motor, apply downward pressure to drilling rod 3,
Make drilling rod 3 together with taper bit injection stratum, and when needing to propose drilling rod 3, by pulley drive, drilling rod is proposed ground
Layer, the design can greatly improve practice of construction efficiency, reduce human cost.
It is enlightenment, through the above description, related work people with the above-mentioned desirable embodiment according to the utility model
Member can carry out various changes and amendments in the range of without departing from this item utility model technical idea completely.This item is real
It is not limited to the contents of the specification with novel technical scope, it is necessary to its technology is determined according to scope of the claims
Property range.
Claims (6)
1. a kind of artesian water water stage measurement instrument, it is characterised in that: including taper bit, drilling rod, connecting line, rubber ring and be used for solid
Determine the instrument support of taper bit and drilling rod, the taper bit includes taper apex point and drill body, the taper apex point and drill body
Connecting portion is provided with rubber ring, and the bottom of the drilling rod is fixed with seepage flow room, and the connecting portion of drilling rod and seepage flow room is provided with
Rubber ring, in the cavity for the drill body that taper bit is arranged in the seepage flow room, one end of the connecting line is fixed on taper apex point
Interior, the other end sequentially passes through the drill body of taper bit, seepage flow room, drilling rod.
2. a kind of artesian water water stage measurement instrument as described in claim 1, it is characterised in that: the connecting line is by wirerope and lining rope
It is hinged to form, colour-changing agent is coated on connecting line.
3. a kind of artesian water water stage measurement instrument as claimed in claim 2, it is characterised in that: the colour-changing agent is copper sulphate.
4. a kind of artesian water water stage measurement instrument as described in claim 1, it is characterised in that: further include for driving taper bit
With the driving device of drilling rod movement.
5. a kind of artesian water water stage measurement instrument as described in claim 1, it is characterised in that: the seepage flow room is metal grill machine
Structure.
6. a kind of artesian water water stage measurement instrument as described in claim 1, it is characterised in that: the drilling rod is more piece drilling rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720441553.XU CN208201842U (en) | 2017-04-25 | 2017-04-25 | A kind of artesian water water stage measurement instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720441553.XU CN208201842U (en) | 2017-04-25 | 2017-04-25 | A kind of artesian water water stage measurement instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208201842U true CN208201842U (en) | 2018-12-07 |
Family
ID=64489025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720441553.XU Expired - Fee Related CN208201842U (en) | 2017-04-25 | 2017-04-25 | A kind of artesian water water stage measurement instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208201842U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109917489A (en) * | 2019-03-22 | 2019-06-21 | 西北大学 | A kind of new method that underground bearing water position determines |
-
2017
- 2017-04-25 CN CN201720441553.XU patent/CN208201842U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109917489A (en) * | 2019-03-22 | 2019-06-21 | 西北大学 | A kind of new method that underground bearing water position determines |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 210046 Nanjing Province, Qixia District, the new road, No., No. 5 Patentee after: China Coal Yangtze River infrastructure Co.,Ltd. Address before: 210046 Nanjing Province, Qixia District, the new road, No., No. 5 Patentee before: JIANGSU CHANGJIANG MECHANIZATION FOUNDATION ENGINEERING Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181207 |