CN206684154U - A kind of deep carbonate rocks Multipoint synchronous measuring system - Google Patents
A kind of deep carbonate rocks Multipoint synchronous measuring system Download PDFInfo
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- CN206684154U CN206684154U CN201720468427.3U CN201720468427U CN206684154U CN 206684154 U CN206684154 U CN 206684154U CN 201720468427 U CN201720468427 U CN 201720468427U CN 206684154 U CN206684154 U CN 206684154U
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Abstract
It the utility model is related to a kind of deep carbonate rocks Multipoint synchronous measuring system, it is characterised in that：Including multiple position-limiting tubes（6）, multiple holes, multiple automatic punching measurement apparatus and a control receiver（8）, a position-limiting tube is placed in each hole（6）, each position-limiting tube（6）In be provided with an automatic punching measurement apparatus（9）, control receiver（8）The each automatic punching measurement apparatus of Synchronization Control（9）Punch while measure and the transmission of measurement data simultaneously.The utility model can realize that multiple automatic punching measurement apparatus are synchronously punched in different holes, measured and the transmission of measurement data, measured value of multiple measurement point soil moistures in the same time in specific region, the more true and reliable moisture situation for reflecting the regional soil of the measured value can be obtained.
Description
Technical field
It the utility model is related to for studying the equipment of soil moisture content transformation under changing environment to hydrologic process response relation,
Belong to hydrology research equipment field, more particularly, to a kind of deep carbonate rocks Multipoint synchronous measuring system.
Background technology
Section soil moisture measurement system is the time domain reflection technology based on profile soil moisture sensor, directly to survey
Soil or the dielectric constant of other media are measured, how much presentation substantial connections with soil water content, soil contain dielectric constant again
Water can be exported by analog voltage and be calculated and be shown out by frame of reference.The technology is current soil moisture content determining device
Main flow principle, continuous, quick, accurate measurement can be carried out to soil moisture.It simultaneously can be used for measuring upper soll layer moisture content.
About 10-20 seconds equipment response time of general section soil moisture measurement system, it is adapted to traverse measurement and fixed point monitoring, measure knot
Fruit is by Effects of Salinity very little.
But Usage profile soil moisture measurement system is to deeper soil moisture when being measured, pre- beaten due to supporting
Aperture apparatus can not ensure the probe of section soil moisture measurement system be disposably properly inserted it is pre-perforated in, be so likely to result in
The damage of section soil moisture measurement system probe.
In addition, existing soil moisture measurement needs to set multiple measurement points in the same area, soil is measured respectively
Moisture data.But in view of the limitation of field work condition finite sum crew numbers, while steamed by the field temperature difference and moisture
The influence of hair, between each measurement point longer interval time influence whether the measured value of whole region moisture, cause data to be lost
Very.
In addition, during using existing section soil moisture measurement system, due to the diversity of composition in soil, solid chad pole
Its easily cause it is descending during measure probe damage, soil water measuring instrument is expensive, causes use cost high.
Referring to following Chinese patent literature：
1st, utility model title：A kind of improvement device for being used to determine soil moisture；Application number：200620168653.1；
Patentee：Shenyang Inst. of Applied Ecology, Chinese Academy of Sciences.The utility model patent includes card punch and soil moisture instrument.First
Soil is punched using card punch, soil moisture instrument is reused and measures.But its existing technological deficiency be can not
Ensure the measurement probe of soil moisture instrument accurately enter it is pre-perforated in, and be possible to be damaged by chad during descending
Wound.Meanwhile it does not provide the technical inspiration of multiple hole synchro measures.
2nd, denomination of invention：A kind of pre-perforated device available for section soil moisture measurement system；Application number：
201610248040.7；Patent applicant：China Water Resources ＆ Hydropower Science Research Institute.The patent application solves perforating device and limit
Positioning relation between the pipe of position, but the measurement probe that can not also ensure subsequently to place accurately enters in predetermined hole, and if
Chad in descending be present, will also result in the damage of detection system.Equally, it does not provide the technology of multiple hole synchro measures yet
Enlightenment.
Utility model content
The utility model devises a kind of deep carbonate rocks Multipoint synchronous measuring system, and its technical problem solved is：
（1）Existing soil moisture measurement needs to set multiple measurement points in the same area, measures soil moisture data respectively.But
It is, in view of be the limitation of field work condition finite sum crew numbers, due to the influence of the field temperature difference and moisture evaporation, often
The longer measured value distortion for influencing whether whole region moisture of the interval time of individual measurement point.
（2）Existing Usage profile soil moisture measurement system deeper soil moisture is measured when, due to supporting
Pre-perforated device can not ensure the probe of section soil moisture measurement system be disposably properly inserted it is pre-perforated in, so may
Cause the damage of section soil moisture measurement system probe.
（3）During existing Usage profile soil moisture measurement system, due to the composition diversity in soil, solid chad is extremely
Easily cause it is descending during measure probe damage, soil water measuring instrument is expensive, causes use cost high.
In order to solve above-mentioned technical problem, the utility model employs following scheme：
A kind of deep carbonate rocks Multipoint synchronous measuring system, including multiple position-limiting tubes（6）, it is multiple holes, multiple automatic
Punch measurement apparatus and a control receiver（8）, a position-limiting tube is placed in each hole（6）, each position-limiting tube（6）In be provided with
One automatic punching measurement apparatus（9）, control receiver（8）The each automatic punching measurement apparatus of Synchronization Control（9）Progress is beaten simultaneously
Hole while measurement and the transmission of measurement data.
Further, the automatic punching measurement apparatus（9）Including punching probe（1）, it is by punching motor（14）
The pre-perforated of different depth is got under driving；Measure probe（2）, it is used to be acquired the moisture data of soil, and it is set
In the punching probe（1）It is internal；Punch probe switch mechanism（4）, it is used to that probe will to be punched（1）Cone excavation portion open
Or close so that measurement probe（2）Free disengaging punching probe（1）；First minitype cylinder（7）, it is with measuring probe（2）Even
Connect, by the measurement probe（2）From punching probe（1）It is middle to send out and measure and punching spy is recovered to after measurement
Pin（1）In；Pressure sensor（21）, it is arranged on measurement probe（2）Measurement end, its gather data judge measurement probe
（2）Whether suitable measurement position is reached；The control receiver of drimeter, it is with punching motor（14）, punching visit
Pin switching mechanism（4）, the first minitype cylinder（7）, pressure sensor（21）And measurement probe（2）Connection, controls opening for they
Open, opening time and stopping.
Further, the punching probe（1）Including cone excavation portion（11）, mobile link portion（12）And it is fixedly connected with portion
（13）, punch motor（14）Output end with being fixedly connected with portion（13）One end connects, and is fixedly connected with portion（13）The other end with
Mobile link portion（12）One end is attached by screw thread, mobile link portion（12）It is being fixedly connected with portion（13）Stretched under rotation
Contracting；Mobile link portion（12）The other end passes through connection rotating shaft（15）With cone excavation portion（11）Connection；Cone excavation portion（11）It is logical
Cross punching probe switch mechanism（4）It is turned on and off that probe will be measured（2）Discharged or withdrawn；The mobile link portion（12）
Surface is provided with the helical groove for facilitating soil to export（16）.
Further, the punching probe switch mechanism（4）Including expansion link（41）, cylinder rod（42）, flexible hollow tube
（43）And second minitype cylinder（45）, the second minitype cylinder（45）It is fixed on mobile link portion（12）On inwall, second is miniature
Cylinder（45）Cylinder rod（42）With expansion link（41）One end is fixedly connected, expansion link（41）In cylinder rod（42）Linear motion
Stretched under effect；Flexible hollow tube（43）It is fixed on cone excavation portion（11）Inwall on, expansion link（41）The other end enters
Enter flexible hollow tube（43）In directly top open cone excavation portion（11）Or pass through flexible hollow tube（43）Cone excavation is opened on top indirectly
Portion（11）.
Further, the cone excavation portion（11）At least by two hemicones（111）Composition, each hemicone（111）If
There is a flexible hollow tube（43）, each hemicone（111）All pass through a connection rotating shaft（15）With mobile link portion（12）Connection；Move
Rotation connection（12）With connection rotating shaft（15）One end of connection, which is provided with, to be used to limit hemicone（111）The banking stop of opening angle
（17）.
Further, two hemicones（111）Unlatching pass through second minitype cylinder（45）Realize；Concrete structure
For：Expansion link（41）By connecting annulus（44）It is connected with a push rod, measures probe（2）Through connection annulus（44）；Expansion link
（41）With a hemicone（111）On flexible hollow tube（43）Coordinate, push rod and another hemicone（111）On another bullet
Property hollow pipe（43）Coordinate.
Further, each hemicone（111）With mobile link portion（12）Between be provided with a back-moving spring（46）It is used to help
Hemicone（111）Cone structure can be reverted to after being opened.
Further, in addition to mounting platform（3）, punch motor（14）It is fixed on mounting platform（3）On, measure probe
（2）One end be also mounted at mounting platform（3）On, mounting platform（3）Top connects an extension rod（5）.
Further, in addition to a position-limiting tube（6）, its whole pipe shaft is embedded in soil, and it gives automatic punching measurement apparatus
（9）The position of punching is positioned；Position-limiting tube（6）Inwall is axially provided with multiple position limiting slide blocks（61）, mounting platform（3）It is right
Quantity identical limited impression should be provided with（31）, position limiting slide block（61）With limited impression（31）Mutual cooperation ensures both positions
Relation will not be offset.
Further, the punching probe（1）For two pieces, corresponding measurement probe（2）Also it is two pieces；Two pieces of punchings are visited
Pin（1）Work simultaneously, two pieces of measurement probes（2）Also work simultaneously.
The deep carbonate rocks Multipoint synchronous measuring system has the advantages that：
（1）The utility model can realize that multiple automatic punching measurement apparatus are synchronously punched in different holes, surveyed
The transmission of amount and measurement data, can obtain measured value of multiple measurement point soil moistures in the same time in specific region,
The more true and reliable moisture situation for reflecting the regional soil of the measured value.
（2）Together with the utility model will punch probe and measure probe combinations, discharged after punching probe punching
Measurement probe measures, reduce measurement probe need to individually enter it is pre-perforated in step, avoid measurement probe and enter
Error and cause measure probe damage, can also avoid pre-perforated middle chad to measure probe infringement.
（3）The utility model can realize the automation of punching and measurement, change over artificial excessively multicontact mode,
Improve measurement accuracy and measurement efficiency.
Brief description of the drawings
Fig. 1：The structural representation of the utility model automatic punching measurement apparatus；
Fig. 2：The operating diagram of probe switch mechanism is punched in Fig. 1；
Fig. 3：The schematic appearance of probe is punched in Fig. 1；
Fig. 4：Mounting platform and position-limiting tube connection diagram in the utility model；
Fig. 5：Cone excavation portion structural representation in Fig. 1；
Fig. 6：The utility model deep carbonate rocks Multipoint synchronous measuring system control unit connects block diagram；
Fig. 7：The structural representation of the utility model deep carbonate rocks Multipoint synchronous measuring system；
Description of reference numerals：
1-punching probe；11-cone excavation portion；111-hemicone；12-mobile link portion；13-it is fixedly connected with portion；
14-punching motor；15-connection rotating shaft；16-helical groove；17-banking stop；2-measurement probe；21-pressure passes
Sensor；3-mounting platform；31-limited impression；4-punching probe switch mechanism；41-expansion link；42-cylinder rod；43—
Flexible hollow tube；44-connection annulus；45-the second minitype cylinder；46-back-moving spring；5-extension rod；6-position-limiting tube；
61-position limiting slide block；7-the first minitype cylinder；8-control receiver；9-automatic punching measurement apparatus.
Embodiment
With reference to Fig. 1 to Fig. 7, the utility model is described further：
As shown in figure 1, a kind of deep carbonate rocks Multipoint synchronous measuring system, including punching probe 1 and measurement probe 2,
Punching probe 1 is hollow-core construction, and measurement probe 2 is placed in punching probe 1.It is two pieces to punch probe 1, corresponding measurement
Probe 2 is also two pieces；Two pieces of punching probes 1 work simultaneously, and two pieces of measurement probes 2 also work simultaneously.The punching punching of probe 1 finishes
Afterwards, discharge measurement probe 2 automatically and carry out soil moisture measurement, avoid measurement probe 2 need it is independent enter it is pre-perforated in or
Into it is pre-perforated when damaged by chad.
Specifically, punching probe 1 includes cone excavation portion 11, mobile link portion 12 and is fixedly connected with portion 13, punches
The output end of motor 14 is connected with being fixedly connected with the one end of portion 13, is fixedly connected with the other end of portion 13 and the one end of mobile link portion 12
It is attached by screw thread, mobile link portion 12 is stretched under being rotated in the portion that is fixedly connected 13；The other end of mobile link portion 12
It is connected by connection rotating shaft 15 with cone excavation portion 11；Cone excavation portion 11 is turned on and off by punching probe switch mechanism 4
Measurement probe 2 is discharged or withdrawn；The surface of mobile link portion 12 is provided with the helical groove 16 for facilitating soil to export.
The above-mentioned portion 13 that is fixedly connected does not mean that it to be fixed, and refers to it with punching the output of motor 14
End is fixedly connected, and in the presence of motor 14 is punched, is fixedly connected with portion 13 and is rotated, and by threaded function in mobile link
Portion 12 also rotates, and causes it to be changed with being fixedly connected with the threaded connection length of portion 13 in the rotation process of mobile link portion 12, from
And realize flexible.So mobile link portion 12 and the bar structure for an appearance is needed in the portion that is fixedly connected 13 being covered with screw thread, separately
One tubular structure for being covered with screw thread for inside.The length of both screw threads can be entered with the movable length of installation requirement mobile link portion 12
Professional etiquette is determined.
Operation principle is as follows：When control receiver starts punching motor 14 by instructing, punching motor 14 is just
Turn, driving is fixedly connected with portion 13 and also rotated forward, and finally causes the rotation of mobile link portion 12 to stretch out, the cone of the lower end of mobile link portion 12
Excavation portion 11 starts to punch by way of rotation in soil.Stroke is rotated forward when one to finish, control receiver passes through instruction
Start punching motor 14 to invert, the rotation of mobile link portion 12 is retracted, and cone excavation portion 11 is also retracted.Repetition can be passed through
Above-mentioned control flow gets the pre-perforated of different depth.
As shown in Fig. 2 punching probe switch mechanism 4 includes expansion link 41, cylinder rod 42, flexible hollow tube 43 and second
Minitype cylinder 45, the second minitype cylinder 45 are fixed on the inwall of mobile link portion 12, the cylinder rod 42 of the second minitype cylinder 45 with
The one end of expansion link 41 is fixedly connected, and expansion link 41 is stretched in the presence of the linear motion of cylinder rod 42；Flexible hollow tube 43
It is fixed on the inwall in cone excavation portion 11, the other end of expansion link 41, which enters directly to push up in flexible hollow tube 43, opens cone excavation portion
11 or by flexible hollow tube 43 indirectly top open cone excavation portion 11.
The cylinder rod 42 of second minitype cylinder 45 drives expansion link 41 flexible and passes in and out flexible hollow tube 43.Selection elasticity
The advantages of hollow pipe 43, is：The top of expansion link 41 is avoided when opening hemicone 111, expansion link 41 and the contact position meeting of hemicone 111
Change, in order to avoid stuck or abrasion may insure that cone excavation portion 11 is opened smooth using flexible hollow tube 43.
Cone excavation portion 11 is at least made up of two hemicones 111, and each hemicone 111 is provided with a flexible hollow tube 43,
Each hemicone 111 is connected by a connection rotating shaft 15 with mobile link portion 12；Mobile link portion 12 connects with connection rotating shaft 15
The one end connect is provided with the banking stop 17 for being used for limiting the opening angle of hemicone 111.
The unlatching of two hemicones 111 measures probe actuation motor 45 by a release and realized；Concrete structure is：It is flexible
Bar 41 is connected by connecting annulus 44 with a push rod, and measurement probe 2 passes through connection annulus 44；Expansion link 41 and a hemicone
Flexible hollow tube 43 on 111 coordinates, and push rod coordinates with another flexible hollow tube 43 on another hemicone 111.It is above-mentioned to stretch
Contracting bar 41 shares second minitype cylinder 45 with push rod and driven, and can save space-efficient setting, and can also save manufacture
Cost, it may also be ensured that expansion link 41 works asynchronously all the time with push rod, and two hemicones 111 are synchronously opened.
When needing to close cone excavation portion 11, release measurement probe actuation motor 45 inverts, and each hemicone 111 needs
Restore to the original state, so being each used to help hemicone 111 provided with a back-moving spring 46 between hemicone 111 and mobile link portion 12
Cone structure can be reverted to after being opened.
As shown in figure 3, the surface of mobile link portion 12 is provided with the helical groove 16 for facilitating soil to export.
As shown in figure 4, the utility model deep carbonate rocks Multipoint synchronous measuring system also includes mounting platform 3, punching
Motor 14 is fixed on mounting platform 3, and one end of measurement probe 2 is also mounted on mounting platform 3, the top of mounting platform 3
Connect an extension rod 5.In addition, also including a position-limiting tube 6, its whole pipe shaft is embedded in soil；The inwall of position-limiting tube 6 is axially
Provided with multiple position limiting slide blocks 61, mounting platform 3 is correspondingly provided with quantity identical limited impression 31, position limiting slide block 61 and limited impression
31, which cooperate, ensures that both position relationships will not be offset.
As shown in figure 5, cone excavation portion 11 is made up of two hemicones 111, the hemicone 111 refers to along cone
Cone is cut into two volume size identical structures by height.
As shown in fig. 6, the utility model deep carbonate rocks Multipoint synchronous measuring system control unit connected mode is as follows：
The control receiver of drimeter, it is with punching motor 14, the second of punching probe switch mechanism 4 miniature
Cylinder, the first minitype cylinder 7, pressure sensor 21 and measurement probe 2 connect, and control their unlatching, the opening time and stop
Only.In addition, the control receiver of drimeter also punches motor 14, punching probe switch mechanism 4 by power supply
The second minitype cylinder, the first minitype cylinder 7, pressure sensor 21 and measurement probe 2.
As shown in fig. 7, a kind of deep carbonate rocks Multipoint synchronous measuring system, including six position-limiting tubes, 6, six hole A,
B, C, D, E, F, six automatic punching measurement apparatus 9 and one control receiver 8, place a position-limiting tube 6 in each hole, each
An automatic punching measurement apparatus 9 is provided with position-limiting tube 6, the control each automatic punching measurement apparatus 9 of the Synchronization Control of receiver 8 is carried out
Punch while measure and the transmission of measurement data simultaneously.
The control method of the utility model deep carbonate rocks Multipoint synchronous measuring system is as follows：
Step 1, multiple holes are excavated in specific region, place a position-limiting tube 6 in each hole, in each position-limiting tube 6
Provided with an automatic punching measurement apparatus 9, automatic punching measurement apparatus 9 is located at hole bottom, control receiver 8 connect it is all from
Dynamic punching measurement apparatus 9.
The punching motor 14 that step 2, control receiver 8 start all punching probes 1 rotates forward, each cone excavation portion
11 excavated downwards by the transmission of power it is pre-perforated.
The punching motor 14 that step 3, control receiver 8 start all punching probes 1 is inverted so that every punching is visited
Pin 1 recovers to the original state before step 2 beginning.
Step 4, control receiver 8 start each punching probe switch mechanism 4, and each expansion link 41 is beaten by the transmission of power
Open respective cone excavation portion 11 so that the every down going channel of measurement probe 2 is unobstructed.
Step 5, control receiver 8 start each first minitype cylinder 7, and each first minitype cylinder 7 is by respective measurement
Probe 2 releases punching probe 1；
During step 6, every measurement probe 2 are descending, when the numerical value of any pressure sensor 21 output reaches default
During value, illustrate that measure probe 2 fully contacts with soil to be measured, control receiver 8 is closed first corresponding to the pressure sensor 21
Minitype cylinder 7, until closing all first minitype cylinders 7.
Step 7, control receiver 8 start each measurement probe 2 and carry out the collection of moisture data, and are stored in control and connect
Receive in device 8.
Step 8, data acquisition finish, and control receiver 8 starts each first minitype cylinder 7, and every measurement probe 2 is received
It is back in each self-corresponding punching probe 1.
Step 9, control receiver 8 start the punching probe switch mechanism 4 of each automatic punching measurement apparatus 9, will be respective
Cone excavation portion 11 closed.
Step 10, automatic punching measurement apparatus 9 is taken out from position-limiting tube 6.
Further improve, put down in step 1 by the position limiting slide block 61 and the installation of automatic punching measurement apparatus 9 of position-limiting tube 6
The limited impression 31 of platform 3 cooperates so that punching probe 1 is accurately located at the bottom of hole.
If pre-perforated depth can not be by once completing, can be with repeat step 2-3.
The repeat step 2-3 of part automatic punching measurement apparatus 9, or the repeat step 2-3 of part automatic punching measurement apparatus 9
Number it is different, to realize the measurement of the pre-perforated moisture of different depth.
Exemplary description has been carried out to the utility model above in conjunction with accompanying drawing, it is clear that it is of the present utility model realization not by
The limitation of aforesaid way, if the various improvement that methodology and technical scheme of the present utility model are carried out are employed, or without
Improve and design of the present utility model and technical scheme are directly applied into other occasions, in the scope of protection of the utility model
It is interior.
Claims (10)
- A kind of 1. deep carbonate rocks Multipoint synchronous measuring system, it is characterised in that：Including multiple position-limiting tubes（6）, multiple holes, Multiple automatic punching measurement apparatus and a control receiver（8）, a position-limiting tube is placed in each hole（6）, each position-limiting tube （6）In be provided with an automatic punching measurement apparatus（9）, control receiver（8）The each automatic punching measurement apparatus of Synchronization Control（9）Enter Row is punched while measured and the transmission of measurement data simultaneously.
- 2. deep carbonate rocks Multipoint synchronous measuring system according to claim 1, it is characterised in that：The automatic punching is surveyed Measure device（9）Including punching probe（1）, it is by punching motor（14）The pre-perforated of different depth is got under driving；Survey Measure probe（2）, it is used to be acquired the moisture data of soil, and it is arranged on the punching probe（1）It is internal；Punch probe Switching mechanism（4）, it is used to that probe will to be punched（1）Cone excavation portion be turned on and off so that measurement probe（2）Freely enter Go out to punch probe（1）；First minitype cylinder（7）, it is with measuring probe（2）Connection, by the measurement probe（2）From punching probe （1）It is middle to send out and measure and punching probe is recovered to after measurement（1）In；Pressure sensor（21）, it is set In measurement probe（2）Measurement end, its gather data judge measurement probe（2）Whether suitable measurement position is reached；Water The control receiver of point measuring instrument, itself and punching motor（14）, punching probe switch mechanism（4）, the first minitype cylinder （7）, pressure sensor（21）And measurement probe（2）Connection, controls their unlatching, opening time and stopping.
- 3. deep carbonate rocks Multipoint synchronous measuring system according to claim 2, it is characterised in that：The punching probe （1）Including cone excavation portion（11）, mobile link portion（12）And it is fixedly connected with portion（13）, punch motor（14）Output Hold with being fixedly connected with portion（13）One end connects, and is fixedly connected with portion（13）The other end and mobile link portion（12）One end is entered by screw thread Row connection, mobile link portion（12）It is being fixedly connected with portion（13）Stretched under rotation；Mobile link portion（12）The other end passes through Connection rotating shaft（15）With cone excavation portion（11）Connection；Cone excavation portion（11）By punching probe switch mechanism（4）Open or Closing will measure probe（2）Discharged or withdrawn；The mobile link portion（12）Surface is provided with the spiral for facilitating soil to export Groove（16）.
- 4. the deep carbonate rocks Multipoint synchronous measuring system according to Claims 2 or 3, it is characterised in that：The punching is visited Pin switching mechanism（4）Including expansion link（41）, cylinder rod（42）, flexible hollow tube（43）And second minitype cylinder（45）, the Two minitype cylinders（45）It is fixed on mobile link portion（12）On inwall, the second minitype cylinder（45）Cylinder rod（42）With expansion link （41）One end is fixedly connected, expansion link（41）In cylinder rod（42）Stretched in the presence of linear motion；Flexible hollow tube （43）It is fixed on cone excavation portion（11）Inwall on, expansion link（41）The other end enters flexible hollow tube（43）In directly top open Cone excavation portion（11）Or pass through flexible hollow tube（43）Cone excavation portion is opened on top indirectly（11）.
- 5. deep carbonate rocks Multipoint synchronous measuring system according to claim 4, it is characterised in that：The cone excavation portion （11）At least by two hemicones（111）Composition, each hemicone（111）Provided with a flexible hollow tube（43）, each hemicone （111）All pass through a connection rotating shaft（15）With mobile link portion（12）Connection；Mobile link portion（12）With connection rotating shaft（15）Even The one end connect, which is provided with, to be used to limit hemicone（111）The banking stop of opening angle（17）.
- 6. deep carbonate rocks Multipoint synchronous measuring system according to claim 5, it is characterised in that：Two hemicones （111）Unlatching pass through second minitype cylinder（45）Realize；Concrete structure is：Expansion link（41）By connecting annulus （44）It is connected with a push rod, measures probe（2）Through connection annulus（44）；Expansion link（41）With a hemicone（111）On Flexible hollow tube（43）Coordinate, push rod and another hemicone（111）On another flexible hollow tube（43）Coordinate.
- 7. according to the deep carbonate rocks Multipoint synchronous measuring system of claim 5 or 6, it is characterised in that：Each hemicone （111）With mobile link portion（12）Between be provided with a back-moving spring（46）It is used to help hemicone（111）After being opened can Revert to cone structure.
- 8. deep carbonate rocks Multipoint synchronous measuring system according to claim 7, it is characterised in that：Also include mounting platform （3）, punch motor（14）It is fixed on mounting platform（3）On, measure probe（2）One end be also mounted at mounting platform（3） On, mounting platform（3）Top connects an extension rod（5）.
- 9. deep carbonate rocks Multipoint synchronous measuring system according to claim 8, it is characterised in that：Also include a position-limiting tube （6）, its whole pipe shaft is embedded in soil, and it gives automatic punching measurement apparatus（9）The position of punching is positioned；Position-limiting tube （6）Inwall is axially provided with multiple position limiting slide blocks（61）, mounting platform（3）It is correspondingly provided with quantity identical limited impression （31）, position limiting slide block（61）With limited impression（31）Mutual cooperation ensures that both position relationships will not be offset.
- 10. deep carbonate rocks Multipoint synchronous measuring system according to claim 9, it is characterised in that：The punching probe （1）For two pieces, corresponding measurement probe（2）Also it is two pieces；Two pieces of punching probes（1）Work simultaneously, two pieces of measurement probes （2）Also work simultaneously.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720468427.3U CN206684154U (en) | 2017-05-02 | 2017-05-02 | A kind of deep carbonate rocks Multipoint synchronous measuring system |
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| CN201720468427.3U CN206684154U (en) | 2017-05-02 | 2017-05-02 | A kind of deep carbonate rocks Multipoint synchronous measuring system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106980011A (en) * | 2017-05-02 | 2017-07-25 | 中国水利水电科学研究院 | A kind of deep carbonate rocks Multipoint synchronous measuring system |
| CN109001434A (en) * | 2017-05-02 | 2018-12-14 | 中国水利水电科学研究院 | A kind of deep soil Multipoint synchronous punching measuring system |
| CN109917109A (en) * | 2019-04-24 | 2019-06-21 | 宁波高新区阶梯科技有限公司 | Soil monitoring method, system and its monitoring device, information control center equipment |
-
2017
- 2017-05-02 CN CN201720468427.3U patent/CN206684154U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106980011A (en) * | 2017-05-02 | 2017-07-25 | 中国水利水电科学研究院 | A kind of deep carbonate rocks Multipoint synchronous measuring system |
| CN109001434A (en) * | 2017-05-02 | 2018-12-14 | 中国水利水电科学研究院 | A kind of deep soil Multipoint synchronous punching measuring system |
| CN109001434B (en) * | 2017-05-02 | 2020-05-12 | 中国水利水电科学研究院 | Deep soil multi-point synchronous punching measurement system |
| CN109917109A (en) * | 2019-04-24 | 2019-06-21 | 宁波高新区阶梯科技有限公司 | Soil monitoring method, system and its monitoring device, information control center equipment |
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