CN207147469U - Soil body deep soil settlement survey equipment - Google Patents
Soil body deep soil settlement survey equipment Download PDFInfo
- Publication number
- CN207147469U CN207147469U CN201721153547.0U CN201721153547U CN207147469U CN 207147469 U CN207147469 U CN 207147469U CN 201721153547 U CN201721153547 U CN 201721153547U CN 207147469 U CN207147469 U CN 207147469U
- Authority
- CN
- China
- Prior art keywords
- spacer pin
- magnet coil
- latch
- guide pipe
- plate
- 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
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a kind of soil body deep soil settlement survey equipment, it includes a guide pipe (1), multiple sedimentation plates (2) and probe (3), the centre bore of sedimentation plate (2) and is linked on guide pipe (1)；Guide pipe (1) is provided with multi-turn via (4), each settles plate (2) and is provided with pilot hole (5)；Each pilot hole (5) is sequentially provided with latch (6), magnet coil (7) and spacer pin (8) from outside to inside, and the outer end of spacer pin (8) is located in pilot hole (5) and corresponding to inner insertion in via (4)；Power supply is additionally provided with sedimentation plate (2), spacer pin (8) the inner is provided with photo resistance (9), power supply, photo resistance (9) and magnet coil (7) three electrical connection；Magnet coil (7) can adsorb spacer pin (8) and latch of extrapolating (6) after being powered；Probe (3) is provided with light source.The process of equipment installation sedimentation plate (2) is quickly, accurately, conveniently, reliably.
Description
Technical field
Soil body settlement measurement technical field is the utility model is related to, is especially a kind of soil body deep soil settlement survey equipment.
Background technology
In the soil body particularly weak soil body when operation such as pile sinking, digging foundation ditch, tend to cause the soil body around operation area
Produce sedimentation.And during soil body sedimentation, the displacement of the soil body sedimentation of different depth is different, i.e., the soil body is delaminating deposition.Go out
In considering for project security monitoring, the soil body of different depth is monitored it is necessary to soil body progress deep soil settlement survey.
The soil body deep soil settlement survey equipment of prior art includes multiple horizontal sedimentation plates, a guide pipe and a spy
Head, each plate that settles are equipped with a centre bore, and probe is fixed with a tape measure, probe and warning device (such as buzzer or police
Show lamp etc.) connect, people dig a measured hole in the soil body of measurement, and multiple sedimentation plates are fixed on the hole wall of different floor heights,
Guide pipe is inserted vertically into measured hole and guide pipe is through whole centre bores for settling plates, and probe is in guide pipe and energy edge is oriented to
Pipe moves up and down.Measurement process is：It will pop one's head in slowly sagging from guide pipe top along guide pipe, during probe declines, meeting
The sedimentation plate of different floor heights is sequentially passed through, when sedimentation plate grade height of the probe with certain layer, this layer sedimentation plate can be triggered so that the layer
Sedimentation plate sends signal alarm to warning device, and the reading with the tape measure of probe connection that people read this moment, is exactly that the layer sinks
The actual grade of plate drops, and this layer is settled people into the actual grade of plate and this layer settles the initial fitting depth of plate and be compared,
Its difference is exactly the sedimentation deformation value of the soil body of the floor height.
Sedimentation plate and probe collocation are used, and horizontal magnet ring is usually fixed on sedimentation plate, and set magnetic in probe
Quick resistance, both arrange in pairs or groups use, and mistor probe declines along guide pipe, and from the magnetic induction line regularity of distribution of magnet ring,
Mistor pop one's head in a magnet ring highly it is contour overlap when, magnetic field intensity maximum, now the resistance of mistor is zero, circuit
Path is formed, as the bulb or buzzer warning of warning device, and mistor does not overlap highly with the magnet ring of the sedimentation plate
When, magnetic field intensity reduces, and mistor resistance increase, circuit disconnects, no longer alarmed.
Certainly, the soil body deep soil settlement survey equipment of prior art also includes a critically important device, that is, being used for will be each
Individual sedimentation plate is fixed on the device in soil body measured hole on the hole wall of different height, referred to as settles board mounting assembly.
Traditional sedimentation board mounting assembly is shell fragment and dragline type, as shown in figure 1, it includes multigroup He of shell fragment pawl 104
A piece rope 108, every group of shell fragment pawl 104 and each sedimentation plate 102 are contour, and every group of shell fragment pawl 104 includes four spring leafs 105,
The lower end of spring leaf 105 is fixed with sedimentation plate 102, and the bending place evagination of spring leaf 105 is into outer sharp 106, the top of spring leaf 105
Portion is provided with interior sharp 107, and in its natural state, four spring leafs 105 of shell fragment pawl 104 outwards strut, but are installed in measured hole 103
When, first each layer of shell fragment pawl 104 is tightly wrapped from the bottom up with a rope 108 and causes spring leaf 105 on guide pipe 101
Interior sharp 107 push against with guide pipe 101, and are fixed with slip-knot 109, are then directed to pipe 101 and insert measured hole 103, it is necessary to install
During each layer of sedimentation plate 102, the free end of rope 108 is torn, so, rope 108 can successively unclamp slip-knot from top to bottom
109, and the moment that each layer of slip-knot 109 unclamps, the spring leaf 105 of every group of shell fragment pawl 104 strut rapidly, four spring leafs
The outer point 106 of four of 105 can be rapidly inserted into the hole wall soil body of measured hole 103.
Following defect be present in above-mentioned traditional sedimentation board mounting assembly：When tearing rope, sedimentation plate is easily driven, by its band
Partially, cause the sedimentation initial setting height(from bottom) of plate deviation occur, influence follow-up measurement structure；Secondly, above-mentioned sedimentation plate is to rely on spring
The elastic force insertion soil body of piece, basic to insert not enter but if soil property is harder, sedimentation plate can not be fixed naturally；Moreover, rope is each
Layer is all equipped with loose joint, once some node rope twines extremely, then follow-up loose joint can not open, and follow-up sedimentation plate can not be consolidated
It is fixed.
Certainly, in order to overcome above-mentioned conventional mounting device the defects of, also it is proposed that inflatable settles board mounting assembly
Scheme, as shown in Fig. 2 sedimentation plate 102 penetrates pilot hole 110, is provided with latch 111 in pilot hole 110, and settle in plate 102
Centre sets gas cell 112, and propulsion arm 113 is fixed on gas cell 112.Expanded, propulsion arm 113 of extrapolating, entered using gas cell 112
And latch 111 of extrapolating inserts it into the soil body, the fixation of sedimentation plate 102 and the hole wall of soil body measured hole 103 is realized.
But above-mentioned inflatable sedimentation board mounting assembly is in actual use, exposes Railway Project, and impracticable.First,
The hole wall of above-mentioned gas cell and measured hole scrapes for a long time, the also debris such as objective reality rubble, and also solid on gas cell in hole wall
The propulsion arm of hard is determined, so gas cell is often punctured gas leakage, the stability and poor reliability of work, service life is short；
In addition, it is desirable to which whole gas cell is completely filled with into gas from top to bottom, it can just make its outside bulging, latch of extrapolating, therefore speed is slow, consumption
Shi Jiu.
Utility model content
It is fast that the technical problems to be solved in the utility model is to provide a kind of process that sedimentation plate is installed to measured hole hole wall
Speed, it is accurate, conveniently, reliable soil body deep soil settlement survey equipment.
Technical solution of the present utility model is to provide a kind of soil body deep soil settlement survey equipment, and it leads including one
Xiang Guan, multiple different heights sedimentation plate and probe, the centre bore for settling plate are linked on guide pipe；Guide pipe is provided with difference
The via of the multi-turn insertion tube wall of height, often encloses via and every layer of sedimentation plate is contour；Each sedimentation plate is provided with and contour mistake
The pilot hole of hole face；Each pilot hole is sequentially provided with latch, magnet coil and spacer pin, the outer end position of spacer pin from outside to inside
In in pilot hole and corresponding to the insertion of the inner in via；Power supply is additionally provided with sedimentation plate, spacer pin the inner is provided with photo resistance, electricity
Source, photo resistance and magnet coil three electrical connection；Magnet coil can adsorb spacer pin after being powered and latch of extrapolating；Set on probe
There is light source.
The process of equipment installation sedimentation plate of the present utility model is to be directed to pipe insertion measured hole and fixation, now, for
For each sedimentation plate, the pilot hole of sedimentation plate and the via of guide pipe are inserted in the both ends of spacer pin respectively, that is to say, that limit
Sedimentation plate is supported on without dropping on guide pipe by position pin, is drawn probe with tape measure and is fallen along guide pipe, when probe reaches
When settling plate height, probe is luminous so that the photo resistance of the spacer pin of the height changes or even leveled off to zero, then
The power supply of the sedimentation plate of the height is powered to magnet coil so that spacer pin is adsorbed to be departed from the via of guide pipe, is inserted simultaneously
Pin is ostracised in the outwards hole wall soil body of insertion measured hole, and this completes the installation of sedimentation plate and measured hole hole wall to fix, and
Simultaneously sedimentation plate is departed from guide pipe, it is ensured that sedimentation plate can be with measured hole soil body free settling.
The utility model soil body deep soil settlement survey equipment compared with prior art, has following remarkable advantage and beneficial to effect
Fruit：
First, the fixation of the sedimentation plate and the soil body is that latch uniform speed slow is inserted into the soil body by the repulsive force of magnet coil
Interior, whole process uniform force is stable, and will not be as External force interference be present when prior art pulls rope, therefore can guarantee that sedimentation
Plate installation site is accurate, sedimentation Board position is horizontal；Moreover, it is stable just because of the process uniform force of the latch insertion soil body, therefore
Latch and soil body fixation, will not teetertotter, ensure that the accuracy of measurement result；The program is to utilize light source and photosensitive
The interaction turning circuit of resistance carrys out work, eliminates gas cell, the naturally also hidden danger in the absence of gas leakage, job stability
By force, service life is grown, and reliability is high；Moreover, the application only need by luminescent probe hang down can complete sedimentation plate installation, nothing
Need to wait for air bag to be completely filled with, therefore speed is fast, efficiency high.
Preferably, being provided with connecting rod between latch and spacer pin, connecting rod insertion magnet coil, spacer pin outer end, which is provided with, to be used for
The first magnet piece adsorbed by magnet coil, so, when magnet coil is powered, spacer pin is adsorbed same with guide pipe disengaging
When, synchronously extrapolation latch, realization settle plate fixing function to through connecting rod；I.e. because said structure is rationally distributed, it is only necessary to a magnetic
Iron block is achieved that the locomotive function of two parts, reduces cost, saves cost.
As an improvement, being provided with connecting rod between latch and spacer pin, connecting rod insertion magnet coil, inner be provided with of latch is used for quilt
The second magnet piece that magnet coil repels, so, after magnet coil is powered, directly latch is extrapolated and through connecting rod synchronously pulls
Spacer pin, realize that sedimentation plate is fixed with measured hole hole wall and departed from guide pipe at one stroke.
As further preferred, each pilot hole settled on plate is four, is circumferentially uniformly distributed along sedimentation plate；Guide pipe
On often to enclose via be also four, be circumferentially uniformly distributed along guide pipe, each latch, magnet coil and spacer pin settled on plate
For four groups；So so that sedimentation plate uniform force is reasonable, is fixed with measured hole hole wall more firm.
As still further preferably, each plate that settles is provided with signal projector, signal projector also with power supply and photosensitive
Resistance connects；And the warning device of the monitoring device is provided with signal receiver, so, when light source probe and sedimentation plate are contour
Afterwards, photo resistance is reduced, and signal projector obtains electric, transmission signal so that alarm device is alarmed, and now reads connection probe
The scale of tape measure, the depth of plate is as settled this moment.Said structure make it that measurement result is more accurate.
Brief description of the drawings
Fig. 1 is the side view structure signal of the dragline type sedimentation board mounting assembly of prior art soil body deep soil settlement survey equipment
Figure.
Fig. 2 is the side view structure signal of the gasbag-type sedimentation board mounting assembly of prior art soil body deep soil settlement survey equipment
Figure.
Fig. 3 is a kind of partial side structural representation of embodiment of the utility model soil body deep soil settlement survey equipment.
Fig. 4 is that the side view partial enlargement structure of another embodiment of the utility model soil body deep soil settlement survey equipment is shown
It is intended to.
Fig. 5 is the circuit connection diagram of each sedimentation plate of the utility model soil body deep soil settlement survey equipment.
Shown in figure
Parts 101, the guide pipe of the dragline type erecting device of prior art, 102, sedimentation plate, 103, measured hole,
104th, shell fragment pawl, 105, spring leaf, 106, outer point, 107, interior point, 108, rope, 109, slip-knot.
The parts 102 of the gasbag-type erecting device of prior art, sedimentation plate, 103, measured hole, 110, pilot hole,
111st, latch, 112, gas cell, 113, propulsion arm.
Parts 1, the guide pipe of erecting device of the present utility model, 2, sedimentation plate, 3, probe, 4, via, 5, be oriented to
Hole, 6, latch, 7, magnet coil, 8, spacer pin, 9, photo resistance, the 10, first magnet piece, 11, connecting rod, the 12, second magnet
Block.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in Fig. 3, Fig. 4, Fig. 5, the utility model soil body deep soil settlement survey equipment, it includes a guide pipe 1, more
The sedimentation plate 2 and probe 3 of individual different height.The centre bore of each sedimentation plate 2 is linked on guide pipe 1.Guide pipe 1 is provided with
The via 4 of the multi-turn insertion tube wall of guide pipe 1 of different height, often encloses via 4 and every layer of sedimentation plate 2 is contour, and it is four often to enclose via 4
It is individual, circumferentially it is uniformly distributed along the tube wall of guide pipe 1.
Each sedimentation plate 2 is provided with the pilot hole 5 with contour via 4 face one by one；That is, each settle plate 2
Pilot hole 5 and four and be uniformly distributed along sedimentation plate 2 is circumferential.
Each pilot hole 5 is sequentially provided with latch 6, magnet coil 7 and spacer pin 8 from outside to inside, that is to say, that a latch
6th, a magnet coil 7 and a spacer pin 8 are one group, and each plate 2 that settles is provided with four groups of said modules.Magnet coil 7 is solid
It is scheduled in pilot hole 5, and latch 6 and spacer pin 8 are slidably matched with pilot hole 5.And under original state, outside spacer pin 8
End is inner in pilot hole 5 to be inserted in via 4 corresponding with pilot hole 5.Settle and power supply is additionally provided with plate 2, in spacer pin 8
End is provided with photo resistance 9, power supply, photo resistance 9 and the three of magnet coil 7 electrical connection.
Magnet coil 7 can adsorb spacer pin 8 after being powered and latch 6 of extrapolating；Probe 3 is provided with light source.In embodiment 1, insert
Connecting rod 11 is provided between pin 6 and spacer pin 8, connecting rod 11 penetrates magnet coil 7, and the outer end of spacer pin 8, which is provided with, to be used for by magnet coil 7
First magnet piece 10 of absorption.
And connecting rod 11 is provided with embodiment 2, between latch 6 and spacer pin 8, connecting rod 11 penetrates magnet coil 7, in latch 6
End is provided with the second magnet piece 12 for being used for being repelled by magnet coil 7.
Certainly, connecting rod 11 can be not provided between latch 6 and spacer pin 8 completely, but is provided with and is used in the outer end of spacer pin 8
It is simultaneously inner provided with the second magnetic for being used to be repelled by magnet coil 7 in latch 6 by the first magnet piece 10 that magnet coil 7 adsorbs
Iron block 12.
Each sedimentation plate 2 is provided with signal projector, and signal projector is also connected with power supply and photo resistance 9；And the prison
The warning device of measurement equipment is provided with signal receiver.Used for collocation photo resistance 9, the preferably clear of guide pipe 1 of the application
Material is made.
For each sedimentation plate 2, its circuit connecting relation is as follows：Power supply and photo resistance 9 and signal projector
Branch road is connected into, and it is in parallel with four magnet coils 7 respectively.
Claims (5)
1. a kind of soil body deep soil settlement survey equipment, it include a guide pipe (1), multiple different heights sedimentation plate (2) and
Pop one's head in (3), the centre bore of sedimentation plate (2) is linked on guide pipe (1)；It is characterized in that：Guide pipe (1) is provided with different height
Multi-turn insertion tube wall via (4), often enclose via (4) with every layer settle plate (2) it is contour；Each sedimentation plate (2) be provided with
The pilot hole (5) of contour via (4) face；Each pilot hole (5) is sequentially provided with latch (6), magnet coil (7) from outside to inside
With spacer pin (8), the outer end of spacer pin (8) is located in pilot hole (5) and corresponding to inner insertion in via (4)；Settle plate (2)
On be additionally provided with power supply, spacer pin (8) the inner is provided with photo resistance (9), and power supply, photo resistance (9) and magnet coil (7) three are electric
Connection；Magnet coil (7) can adsorb spacer pin (8) and latch of extrapolating (6) after being powered；Probe (3) is provided with light source.
2. soil body deep soil settlement survey equipment according to claim 1, it is characterised in that：Latch (6) and spacer pin (8) it
Between be provided with connecting rod (11), connecting rod (11) insertion magnet coil (7), spacer pin (8) outer end, which is provided with, to be used to be adsorbed by magnet coil (7)
The first magnet piece (10).
3. soil body deep soil settlement survey equipment according to claim 1, it is characterised in that：Latch (6) and spacer pin (8) it
Between be provided with connecting rod (11), connecting rod (11) insertion magnet coil (7), inner be provided with of latch (6) is used for what is repelled by magnet coil (7)
Second magnet piece (12).
4. soil body deep soil settlement survey equipment according to claim 1, it is characterised in that：Leading on each sedimentation plate (2)
It is four to hole (5), is circumferentially uniformly distributed along sedimentation plate (2)；It is also four that via (4) is often enclosed on guide pipe (1), along guide pipe
(1) it is circumferential to be uniformly distributed；Latch (6), magnet coil (7) and spacer pin (8) on each sedimentation plate (2) are also four groups.
5. soil body deep soil settlement survey equipment according to claim 1, it is characterised in that：Each sedimentation plate (2) is provided with
Signal projector, signal projector are also connected with power supply and photo resistance (9)；And the warning device of the monitoring device is provided with letter
Number receiver.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721153547.0U CN207147469U (en) | 2017-09-08 | 2017-09-08 | Soil body deep soil settlement survey equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721153547.0U CN207147469U (en) | 2017-09-08 | 2017-09-08 | Soil body deep soil settlement survey equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207147469U true CN207147469U (en) | 2018-03-27 |
Family
ID=61678255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721153547.0U Expired - Fee Related CN207147469U (en) | 2017-09-08 | 2017-09-08 | Soil body deep soil settlement survey equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207147469U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108827265A (en) * | 2018-08-31 | 2018-11-16 | 戴少武 | A kind of storage protective device identified based on building monitoring settlement observation |
| CN109596807A (en) * | 2018-11-30 | 2019-04-09 | 重庆地质矿产研究院 | Surface subsidence monitoring system |
| CN111257537A (en) * | 2020-02-14 | 2020-06-09 | 山东大学 | Soil settlement layered monitoring device, mounting method and using method |
-
2017
- 2017-09-08 CN CN201721153547.0U patent/CN207147469U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108827265A (en) * | 2018-08-31 | 2018-11-16 | 戴少武 | A kind of storage protective device identified based on building monitoring settlement observation |
| CN108827265B (en) * | 2018-08-31 | 2021-01-08 | 周永国 | Storage protection device based on settlement observation identification for building monitoring |
| CN109596807A (en) * | 2018-11-30 | 2019-04-09 | 重庆地质矿产研究院 | Surface subsidence monitoring system |
| CN109596807B (en) * | 2018-11-30 | 2021-05-04 | 重庆地质矿产研究院 | Surface subsidence monitoring system |
| CN111257537A (en) * | 2020-02-14 | 2020-06-09 | 山东大学 | Soil settlement layered monitoring device, mounting method and using method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207147469U (en) | Soil body deep soil settlement survey equipment | |
| RU2518689C2 (en) | Casing annular space pressure control system | |
| CN104131808B (en) | A kind of device based on transient electromagnetic method coordinate detection accident well | |
| BR102017017526B1 (en) | AUTONOMOUS UNIT LAUNCHING SYSTEM FOR WORKING IN OIL AND GAS WELLS, AND METHOD OF INSTALLING AND UNINSTALLING A STANDALONE UNIT ON THE LAUNCHING SYSTEM | |
| CN203908662U (en) | Explosion vibration sensor fixing device | |
| CN102175359A (en) | Passive magnetism monitoring method and device for wire rope/rod component stress | |
| CN203257406U (en) | Underground drill column fault diagnosis system | |
| CN207600332U (en) | A kind of equipment for measuring pipeline 3 d pose and length | |
| CN1712668A (en) | Magnetic detector of perforation evelet quality for oil well casing pipe | |
| CN105781463A (en) | Self-releasing tool | |
| RU2382357C1 (en) | Well magnetic introscope | |
| CN205558820U (en) | Drilling equipment for building engineering | |
| CN209114288U (en) | Roadbed interior laminate layer deforms real-time monitoring system | |
| CN208950571U (en) | A kind of horizontal well sieve tube crosses oil pipe detection device | |
| CN103558639B (en) | Ground surface collapse monitoring device and method | |
| CN204126629U (en) | π Imaging Logging System | |
| CN214953200U (en) | General ground cross-hole resistivity CT detection cable for dry and wet holes | |
| CN211474101U (en) | Pump-out logging instrument in-place detection device | |
| CN109932747A (en) | A kind of road seismic prospecting reception device not influencing traffic | |
| CN204114445U (en) | Underground utility positioning device | |
| CN106918433B (en) | Near-surface short-time sand flow and collection tester | |
| CN109444951B (en) | Advanced geological prediction sensor arrangement and coupling device and method | |
| CN109594975B (en) | Underground data acquisition and carrying method and device | |
| CN103362497B (en) | A kind of collar measuring system based on large power supersonic probe coupling inductance | |
| CN206246116U (en) | A kind of data acquisition system for cased well cementing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180327 Termination date: 20210908 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |