CN207923112U - Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device - Google Patents
Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device Download PDFInfo
- Publication number
- CN207923112U CN207923112U CN201820256134.3U CN201820256134U CN207923112U CN 207923112 U CN207923112 U CN 207923112U CN 201820256134 U CN201820256134 U CN 201820256134U CN 207923112 U CN207923112 U CN 207923112U
- Authority
- CN
- China
- Prior art keywords
- control module
- steel
- shield tunnel
- tunnel construction
- monitoring device
- 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
- Position Fixing By Use Of Radio Waves (AREA)
Abstract
Kind Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device, the device include steel lid, steel thin-wall cylinder, point label and Quick Response Code identification module, GPS positioning tracker, laser displacement sensor, radio transmitting device and signal control module, solar panel and savings battery, LED illumination lamp and energy supply control module；The utility model has the following advantages and effect：1）Solve that monitoring site quantity is complicated, night measures difficult problem.2）By the radio transmitting device and signal control module, laser displacement sensor of setting, whether criterion is provided by destruction for point；Real-time monitoring is realized simultaneously, automatic early-warning function overcomes the problems such as personal monitoring's frequency is low, and human error is big, high risk.3）By the GPS positioning tracker of setting, make surface subsidence monitoring data and Vault settlement, float, perimeter convergence data are combined closely, formed diversification, three-dimensional shield-tunneling construction monitoring network.
Description
Technical field
The present invention relates to a kind of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring devices, and it is comprehensive to belong to underground
The shield-tunneling construction for closing piping lane monitors field, is more particularly to a kind of can both bear dilly and roll, meet Tian Bao dini03 water
Quasi- instrument bar shaped steel ruler uses function, and has point identification, tracing and positioning, monitoring in real time, automatic early-warning, illuminates miscellaneous function
Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device.
Background technology
Ground settlement caused by underground engineering construction may jeopardize periphery and build（Structure）The safety of object and underground utilities etc. is built, sternly
It can cause casualties and economic loss when weight, generate great social influence.Therefore, how to prevent from collapsing in the construction process
It collapses, reliably predicts and effectively inhibit the caused ground settlement of construction, it is ensured that periphery is built（Structure）Build object and underground utilities etc.
Safety have become the important topic that must be solved in underground engineering and metro construction.The development of monitoring technology makes shield
Structure construction has striden into " informationization " epoch.Field monitoring, dynamic design, information-aided construction have become the development of current shield-tunneling construction
Direction.The safety monitoring of shield-tunneling construction is to use monitoring instrument and detection device important ginseng relevant to engineering and its ambient enviroment
Number carries out systematically periodic monitoring, and the overall process that the data measured is calculated and analyzed and then judged.This practicality
Novel pin passes through the intelligent integral auxiliary monitoring list of setting to the practical problem in the work of underground pipe gallery construction monitoring
Member, solves that environmental pollution caused by during current shield-tunneling construction measures, monitoring site quantity is complicated, surface subsidence monitoring data
Can not with measurement data in tunnel it is effectively synchronous combine, not easy to identify, night after the abstract inconvenient analysis of monitoring data, point are destroyed
Measure the problems such as difficult.
Invention content
Goal of the invention：The present invention provides a kind of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device,
It is the problems of previous the purpose is to solve.
Technical solution：The present invention is achieved through the following technical solutions：
A kind of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device, it is characterised in that：The device packet
Include steel lid, steel thin-wall cylinder, point label and Quick Response Code identification module, GPS positioning tracker, laser displacement sensor, nothing
Line transmitting device and signal control module, solar panel and savings battery, LED illumination lamp and energy supply control module；
Steel lid is connected through the hinge in upper end opening formation can open relative to steel thin-wall cylinder of steel thin-wall cylinder
With the lid-like of closure, point label and Quick Response Code identification module are set to outside steel lid（On）Surface, solar panel
And savings battery is set in steel lid（Under）Surface, GPS positioning tracker, laser displacement sensor, radio transmitting device and
Signal control module, LED illumination lamp and energy supply control module may be contained in steel thin-wall medial wall of the tube；
GPS positioning tracker, laser displacement sensor, radio transmitting device and signal control module, LED illumination lamp with
Solar panel and savings battery connection；LED illumination lamp is controlled by energy supply control module.
Radio transmitting device and signal control module connect laser displacement sensor, and it is fixed that laser displacement sensor connects GPS
Position tracker, GPS positioning tracker are connected to solar panel and savings battery, after LED illumination lamp tandem photosensitive resistance with
Energy supply control module connects, and what energy supply control module can turn off is connected to solar panel and savings battery.
When steel lid is opened, energy supply control module is connect with solar panel and savings battery, when steel lid is closed
When, energy supply control module is turned off with solar panel and savings battery.
A diameter of 15cm of steel lid, a diameter of 15cm of steel thin-wall cylinder, a height of 10cm.
Point label and Quick Response Code identification module are arranged in the card slot of the outer surface of steel lid, which is inverted T-shaped card
The section of slot, point label and Quick Response Code identification module is the inverted T-shaped structure that can inject the card slot；Solar panel and savings
The inner surface in steel lid is arranged by L-shaped card for battery, and it is L-shaped to be provided with section on solar panel and savings battery
Card slot, by the card slot be stuck on L-shaped card formed be fixedly installed.
Steel lid pastes a circle water proof rubber bar with steel thin-wall cylinder junction.
Radio transmitting device and signal control module, laser displacement sensor, GPS positioning tracker, LED illumination lamp and electricity
Source control module is bolted part and is connect with steel thin-wall cylinder inner wall.
Laser displacement sensor, GPS positioning tracker are connect with radio transmitting device and signal control module, by sensor
Electric signal and location information be converted into wireless transmission signal.
Inverted T-shaped card slot is by groove body and card along constituting, and card edge is arranged at the both sides edge of the opening of groove body so that card slot is cut
Face forms inverted T-shaped structure, and for one of card along being connect with steel lid by torsional spring, torsional spring makes card edge connected to it protect always
Hold a front end pushing power, the upper end on card edge connect with torsional spring, which is provided with, is fixed temporarily set, steel caping end be arranged and
It is fixed temporarily the corresponding movable gag lever post of set, movable gag lever post is that can inject and extract out the structure for being fixed temporarily set, activity limit
Bar, which is arranged on the limit sliding rail that steel covers, can be moved along the limit sliding rail；When the reeve of movable gag lever post is fixed temporarily set
When, the card edge that set connection is fixed temporarily with this keeps horizontal position, interim with this after the extraction of movable gag lever post is fixed temporarily set
The front end on the card edge of fixing sleeve connection pushes under the action of torsional spring.
Advantage and effect：The present invention provides a kind of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring dress
Set, be provided in the structure that is combined with the steel thin-wall cylinder of diameter 15cm high 10cm of steel lid of diameter 15cm point label and
Quick Response Code identifies fast mould, GPS positioning tracker, laser displacement sensor, LED illumination lamp, radio transmitting device and signal control
Module, solar panel and savings battery, energy supply control module.Agent structure is the steel thin-wall cylinder of diameter 15cm high 10cm
Be connected through the hinge diameter 15cm steel lids.Point label and Quick Response Code identification module are made of rigid plastics, inside and outside steel lid
Reserved groove is respectively set in surface, and the rigid plastics thin slice for being printed on point label and Quick Response Code is inserted into outer surface groove can be complete
At installation.Solar panel and savings battery are provided with below steel lid, it can be to electricity when opening steel lid and measuring
It charges in pond.Savings battery makes jointly for GPS positioning tracker, laser displacement sensor, radio transmitting device and LED illumination lamp
With.GPS positioning tracker, laser displacement sensor, radio transmitting device and LED illumination lamp are as steel thin-wall cylinder inner wall.
When laser displacement sensor monitoring data are more than limit value, can be transferred on the mobile phone of monitoring personnel by radio transmitting device.
Energy supply control module is set to cover contact surface, and tandem photosensitive resistance controls the switch of LED illumination lamp.
The utility model can bear dilly in common steel steel cover and roll, meet Tian Bao dini03 spirit level bar shapeds
On the basis of steel ruler use, it is provided with intelligent integral auxiliary monitoring unit, solves and is caused during current shield-tunneling construction measures
Environmental pollution, monitoring site quantity is complicated, surface subsidence monitoring data can not with measurement data in tunnel it is effectively synchronous combine,
Not easy to identify, night measures the problems such as difficult after the abstract inconvenient analysis of monitoring data, point destruction.Improve the effect of construction monitoring
Rate ensure that the safety and progress of construction.
The utility model compared with prior art, has the following advantages and effect：
1）By the point label and Quick Response Code identification module, LED illumination lamp of setting, it is numerous to solve monitoring site quantity
Miscellaneous, night measures difficult problem.
2）By the radio transmitting device and signal control module, laser displacement sensor of setting, be point whether by
It destroys and criterion is provided；Realizing real-time monitoring simultaneously, automatic early-warning function overcomes that personal monitoring's frequency is low, and human error is big,
The problems such as high risk.
3）By the GPS positioning tracker of setting, make surface subsidence monitoring data and Vault settlement, floating, perimeter convergence
Data are combined closely, formed diversification, three-dimensional shield-tunneling construction monitoring network.
Description of the drawings：
Fig. 1 is each module circuitry connection type
Fig. 2 is the steel lid detail structure figure of diameter 15cm
Fig. 3 is the steel cover module installation diagram of diameter 15cm；Wherein Fig. 3-1 is side view cutaway drawing；Fig. 3-2 is vertical view；
Fig. 4 is the steel thin-wall cylinder detail structure figure of diameter 15cm high 10cm；
Fig. 5 is the steel thin-wall cylinder mould block installation diagram of diameter 15cm high 10cm；
Fig. 6 is the embedded figure of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device；B in figure is half rigid
Property supercrust, C be fine sand separation layer, L be steel thin-wall cylinder height；
Fig. 7 is the another form of structural schematic diagram of inverted T-shaped card slot.
Specific implementation mode：
Following further describes the present invention with reference to the drawings：
As shown in Figure 1, the present invention provides a kind of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device,
The device includes steel lid 1, steel thin-wall cylinder 2, point label and Quick Response Code identification module 3, GPS positioning tracker 4, laser position
Displacement sensor 5, radio transmitting device and signal control module 6, solar panel and savings battery 7, LED illumination lamp 8 and electricity
Source control module 9；
Steel lid 1 is connected to energy of the upper end opening formation of steel thin-wall cylinder 2 relative to steel thin-wall cylinder 2 by hinge 11
The lid-like opened and be closed, point label and Quick Response Code identification module 3 are set to 1 outer upper surface of steel lid, solar-electricity
Pond plate and savings battery 7 be set in steel lid 1 (under）Surface, GPS positioning tracker 4, laser displacement sensor 5, wireless biography
Defeated device and signal control module 6, LED illumination lamp 8 and energy supply control module 9 may be contained on 2 madial wall of steel thin-wall cylinder；
GPS positioning tracker 4, laser displacement sensor 5, radio transmitting device and signal control module 6, LED illumination lamp 8
It is connect with solar panel and savings battery 7；LED illumination lamp 8 is controlled by energy supply control module 9.
Radio transmitting device and signal control module 6 connect laser displacement sensor 5, and laser displacement sensor 5 connects GPS
Localization tracker 4, GPS positioning tracker 4 are connected to solar panel and savings battery 7, LED illumination lamp 8 tandem photosensitive electricity
It is connect with energy supply control module 9 after resistance 10, what energy supply control module 9 can turn off is connected to solar panel and savings battery 7.
When steel lid 1 is opened, energy supply control module 9 is connect with solar panel and savings battery 7, when steel lid 1
When closing, energy supply control module 9 is turned off with solar panel and savings battery 7.
A diameter of 15cm of steel lid 1, a diameter of 15cm of steel thin-wall cylinder 2, a height of 10cm.
Point label and Quick Response Code identification module 3 are arranged in the card slot 14 of the outer surface of steel lid 1, which is to fall
The section of T shape card slots, point label and Quick Response Code identification module 3 is the inverted T-shaped structure that can inject the card slot；Solar panel
And the inner surface in steel lid 1 is arranged by L-shaped card 14-1 in savings battery 7, is set on solar panel and savings battery 7
It is L-shaped card slot to be equipped with section, is stuck on L-shaped card by the card slot and forms fixed setting.
Steel lid 1 pastes a circle water proof rubber bar 16 with 2 junction of steel thin-wall cylinder.
Radio transmitting device and signal control module 6, laser displacement sensor 5, GPS positioning tracker 4, LED illumination lamp 8
Part is bolted with energy supply control module 9 to connect with 2 inner wall of steel thin-wall cylinder.
Laser displacement sensor 5, GPS positioning tracker 4 are connect with radio transmitting device and signal control module 6, will be passed
The electric signal and location information of sensor are converted into wireless transmission signal.
Inverted T-shaped card slot 14 is made of groove body 19 and card along 18, and card is arranged along 18 to be made in the both sides Yan Chu of the opening of groove body 19
The section for obtaining card slot 14 forms inverted T-shaped structure, and one of card is connect by torsional spring 20 with steel lid 1 along 18, and torsional spring 20 makes
The upper end of the power that card connected to it remains the pushing of a front end along 18, the card edge being connect with torsional spring 20 is provided with temporarily admittedly
Surely 21 are covered, the setting movable gag lever post 22 corresponding with set 21 is fixed temporarily on 1 top of steel lid, movable gag lever post 22 is that can inject
The structure of set 21 is fixed temporarily with extraction, movable gag lever post 22 is arranged on the limit sliding rail 23 on steel lid 1 must can be along this
Sliding rail 23 is limited to move；When the reeve of movable gag lever post 22 is fixed temporarily set 21,21 card that connect of set is fixed temporarily along 18 with this
Horizontal position is kept, after the extraction of movable gag lever post 22 is fixed temporarily set 21,21 card that connect of set is fixed temporarily along 18 with this
Front end pushes under the action of torsional spring 20.
In use, by be fixed temporarily 21 card that connect of set and lifted along 18, and movable gag lever post 22 is injected and is fixed temporarily
In set 21 so that this is fixed temporarily set 21 holdings level, then is inserted into from side by point label and Quick Response Code identification module 3
In T shapes card slot 14, then extraction activity gag lever post 22 so that the card is along 18 downwardly against point label and Quick Response Code identification module
3, it completes to reinforce connection, when needing replacing, lives to be fixed temporarily set 21 and be lifted up card along 18 with hand steered, then by activity limit
The reeve of bar 22 is fixed temporarily in set 21, is then taken out point label and Quick Response Code identification module 3 and is replaced, operation side
Just, and fixed effect is good！
Label 15 is the reserved jack of steel thin-wall cylinder in Fig. 4.
According to design requirement, specific embodiment of the present utility model is to be drilled through hardened ground layer using drilling machine, immediately
The reinforcing bar 17 of 20 or more Ф is squeezed into ground frozen soil layer, reinforcing bar is made to become entirety with the soil body（Usual buried depth is not less than 1.5 meters）, can
Become with the variation of the soil body.Cast-in-situ Piles in Sand-filling is as separation layer in hole.Destruction in order to avoid vehicle to measuring point, the reinforcing bar squeezed into are wanted
Less than road surface 5-10cm, and Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device is set on the outside of measuring point.
The point label being printed upon on rigid plastics and Quick Response Code identification module 3 are inserted into 1 upper surface of steel lid of diameter 15cm first
Steel lid reserve in groove 14, then solar panel and savings battery 7 be inserted into 1 lower surface of steel lid of diameter 15cm
Steel lid is reserved in groove 14-1；Steel thin-wall cylinder reserves jack 15 and reserves three, and first steel thin-wall is passed through with bolt 13
The reserved jack of cylinder 15 respectively by 9 photo resistance 10LED headlamps 8 of energy supply control module with being sequentially connected with from top to bottom,
It is fixed using nut, and three above sections in series is got up by conducting wire, by energy supply control module 9 and solar cell
Plate and savings battery 7 are connected by conducting wire 12；It passes through second steel thin-wall cylinder to reserve jack 15 with another bolt respectively will
4 laser displacement sensor 5 of GPS positioning tracker is fixed, nut is solid with being sequentially connected with from top to bottom using nut
It is 60 ° that positioning, which is set with upper fixed position angle, i.e. the axis line at the center of nut and steel thin-wall cylinder 2, adjacent two
Angle is 60 ° between line,（That is three steel thin-wall cylinders are reserved between jack 15 and the line of steel thin-wall cylinder axis
Angle is 60 °, as shown in Figure 4.）Two above sections in series is got up by conducting wire and reserves conducting wire end；With third spiral shell
Bolt passes through the reserved jack 15 of third steel thin-wall cylinder to be connect with radio transmitting device and signal control module 6, using nut into
Row is fixed, and nut fixed position and upper fixed position angle are 60 °.The GPS positioning tracker 4 and laser displacement that will be connected
One end that sensor 5 reserves conducting wire end is connect with radio transmitting device and signal control module 6, another end and solar-electricity
Pond plate and savings battery 7 connect.It is by hinge means 11 that the steel lid 1 of diameter 15cm and the steel of diameter 15cm high 10cm is thin
Wall cylinder 2 connects, and pastes a circle water proof rubber bar 16 in interface.By all assembled shield tunnel construction of above each section
Table settlement point intelligent integral auxiliary monitoring device is inserted in monitoring site and installation can be completed.
Number and Quick Response Code are set to steel and covered by the device, after being scanned by mobile terminal devices such as mobile phones, are passed through
Internet is connected in the system pre-set, you can and the details of the point are obtained, the mileage position of the point is included,
The accumulative variable quantity of measurement period and elevation.The trackability for improving monitoring site secondary can make after the completion of construction
With.Normal surface monitoring site is solved after laying completion, often because bit quantity is intensive, during actually measuring,
With the spray painting being sprayed on urban road and City Building assist in identifying point number and quantity and caused by environment it is dirty
Dye problem.When shield-tunneling construction is advanced at special operation condition, such as through bridge when passing through arterial pipeline, need to often increase monitoring frequency
To ensure construction safety.In night monitoring process, it need to often increase survey crew and get to light and be surveyed on level steel ruler
Amount.This Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device is arranged one vertically upward in steel stack shell
Slightly inclined LED illumination lamp, when survey crew founds ruler, light can automatically be beaten on ruler face, carry out night measurement.The present apparatus
The quantity for reducing survey crew improves the working efficiency of monitoring.
In actual monitoring, be set to the monitoring site of earth's surface, often due to carload or construction loads by
It destroys.After point is destroyed, it need to often be determined through live repeated measurement, increase the workload of construction monitoring.This shield tunnel is applied
Building site table settlement point intelligent integral auxiliary monitoring device is provided with laser displacement sensor, with steel cylinder in steel stack shell
Body is combined closely.When point is by destroying, whether foundation can be provided by destruction for point by the monitor value of sensor, subtracted
The workload of construction monitoring is lacked.At the same time, when laser displacement sensor monitor value is excessive, radio transmitting device can be passed through
It is transferred on the mobile phone of monitoring personnel, realizes real-time monitoring to shield-tunneling construction indirectly, it is low to overcome personal monitoring's frequency, artificially
The problems such as error is big, high risk.
The purpose of construction monitoring is " escorting " safely for environment in construction and ontology, therefore monitoring data must can
It leans on, while for ease of the analysis of monitoring data, monitoring data must be continuous.In the shield-tunneling construction of underground pipe gallery, pass through
It is essential that construction monitoring data carry out decision shield-tunneling construction.Due to the particularity of shield-tunneling construction local environment, make to monitor ground on the ground
Table sedimentation, is floated at the Vault settlement in the monitoring data and subterranean tunnel swelled, and the monitoring data of perimeter convergence can not be effectively same
Step combines.By the GPS positioning tracker built in this Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device,
Tunnel survey personnel can grasp the relative position relation of shield machine construction position and surface subsidence monitoring section in real time, keep earth's surface heavy
Monitoring data and Vault settlement, floating drop, and perimeter convergence data are combined closely, and the shield-tunneling construction monitoring network of three-dimensional is formed.
In shield-tunneling construction, shield support pressure, grouting pressure, WATER LEVEL CHANGES, Stratum Loss, driving can all make the disturbance of the soil body
At the deformation of ground settlement and surrounding buildings.By diversification, the shield-tunneling construction monitoring data of three-dimensional, can reflect in real time
Shield machine carries out tunnel piercing, slags tap, and segment assembly forms lining cutting in machine, implements caused stratum during grouting behind shaft or drift lining
Displacement and subsidence.Shield construction is an extremely complex process, it to ambient enviroment influence with construct it is main
Sport technique segment is closely related.In the different phase of shield tunneling, tunnel surrounding soil undergoes different strain paths, each stage pair
It should be in different disruption and recoveries；It is formed first in cutterhead tunneling process and squeezes disturbance, shear perturbation, shield are formed in digging process
Off-load disturbance is formed when tail is deviate from, forms consolidation disturbance during slip casting, and number is monitored by the shield-tunneling construction of diversification, three-dimensional
According to the construction parameters such as grouting amount, support pressure, driving speed can be adjusted in time to instruct shield-tunneling construction.
Claims (10)
1. a kind of Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device, it is characterised in that：The device includes
Steel lid（1）, steel thin-wall cylinder（2）, point label and Quick Response Code identification module（3）, GPS positioning tracker（4）, laser displacement
Sensor（5）, radio transmitting device and signal control module（6）, solar panel and savings battery（7）, LED illumination lamp
（8）And energy supply control module（9）；
Steel lid（1）It is connected through the hinge in steel thin-wall cylinder（2）Upper end opening formed relative to steel thin-wall cylinder（2）Energy
The lid-like opened and be closed, point label and Quick Response Code identification module（3）It is set to steel lid（1）Outer surface, solar energy
Solar panel and savings battery（7）It is set to steel lid（1）Inner surface, GPS positioning tracker（4）, laser displacement sensor（5）、
Radio transmitting device and signal control module（6）, LED illumination lamp（8）And energy supply control module（9）It may be contained within steel thin-wall cylinder
（2）On madial wall；
GPS positioning tracker（4）, laser displacement sensor（5）, radio transmitting device and signal control module（6）, LED illumination
Lamp（8）With solar panel and savings battery（7）Connection；LED illumination lamp（8）Pass through energy supply control module（9）It is controlled
System.
2. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 1, feature
It is：Radio transmitting device and signal control module（6）Connect laser displacement sensor（5）, laser displacement sensor（5）Connection
GPS positioning tracker（4）, GPS positioning tracker（4）It is connected to solar panel and savings battery（7）, LED illumination lamp（8）
Tandem photosensitive resistance（10）Afterwards with energy supply control module（9）Connection, energy supply control module（9）What can be turned off is connected to solar-electricity
Pond plate and savings battery（7）.
3. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 2, feature
It is：When steel lid（1）When unlatching, energy supply control module（9）With solar panel and savings battery（7）Connection, works as steel
Lid（1）When closing, energy supply control module（9）With solar panel and savings battery（7）Shutdown.
4. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 2, feature
It is：Steel lid（1）A diameter of 15cm, steel thin-wall cylinder（2）A diameter of 15cm, a height of 10cm.
5. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 2, feature
It is：Point label and Quick Response Code identification module（3）It is arranged in steel lid（1）Outer surface card slot（14）It is interior, the card slot
（14）For inverted T-shaped card slot, point label and Quick Response Code identification module（3）Section be the inverted T-shaped structure that can inject the card slot；Too
Positive energy solar panel and savings battery（7）Pass through L-shaped card（14-1）It is arranged in steel lid（1）Inner surface, in solar cell
Plate and savings battery（7）On be provided with section be L-shaped card slot, by the card slot be stuck on L-shaped card formed be fixedly installed.
6. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 5, feature
It is：Steel lid（1）With steel thin-wall cylinder（2）Paste a circle water proof rubber bar in junction（16）.
7. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 1, feature
It is：Radio transmitting device and signal control module（6）, laser displacement sensor（5）, GPS positioning tracker（4）, LED illumination
Lamp（8）And energy supply control module（9）Part and steel thin-wall cylinder is bolted（2）Inner wall connects.
8. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 1, feature
It is：Laser displacement sensor（5）, GPS positioning tracker（4）With radio transmitting device and signal control module（6）Connection, will
The electric signal and location information of sensor are converted into wireless transmission signal.
9. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 1, feature
It is：LED illumination lamp（8）Illumination direction be use when light can get on measuring scale.
10. Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device according to claim 5, feature
It is：Inverted T-shaped card slot（14）By groove body（19）With card edge（18）It constitutes, card edge（18）It is arranged in groove body（19）Opening both sides
So that card slot at（14）Section formed inverted T-shaped structure, one of card edge（18）Pass through torsional spring（20）With steel lid（1）Even
It connects, torsional spring（20）Make card edge connected to it（18）The power that a front end pushes is remained, with torsional spring（20）The card of connection
The upper end on edge, which is provided with, is fixed temporarily set（21）, in steel lid（1）Top is arranged and is fixed temporarily set（21）Corresponding activity limit
Position bar（22）, movable gag lever post（22）For that can inject and extraction is fixed temporarily set（21）Structure, movable gag lever post（22）Setting
In steel lid（1）On limit sliding rail（23）On must can be along the limit sliding rail（23）It is mobile；When movable gag lever post（22）It injects
It is fixed temporarily set（21）When, it is fixed temporarily set with this（21）The card edge of connection（18）Horizontal position is kept, when movable gag lever post
（22）Extraction is fixed temporarily set（21）Afterwards, it is fixed temporarily set with this（21）The card edge of connection（18）Front end in torsional spring（20）Work
With pushing.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721648967 | 2017-12-01 | ||
| CN2017216489676 | 2017-12-01 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207923112U true CN207923112U (en) | 2018-09-28 |
Family
ID=63600463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820256134.3U Expired - Fee Related CN207923112U (en) | 2017-12-01 | 2018-02-13 | Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207923112U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110411370A (en) * | 2019-07-26 | 2019-11-05 | 北京住总集团有限责任公司 | A kind of the risk of tunnel construction managing and control system based on space time parameter |
| CN112459841A (en) * | 2020-10-28 | 2021-03-09 | 江西省交通科学研究院 | Shield tunnel construction settlement monitoring device and method based on neural network |
-
2018
- 2018-02-13 CN CN201820256134.3U patent/CN207923112U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110411370A (en) * | 2019-07-26 | 2019-11-05 | 北京住总集团有限责任公司 | A kind of the risk of tunnel construction managing and control system based on space time parameter |
| CN110411370B (en) * | 2019-07-26 | 2021-02-19 | 北京住总集团有限责任公司 | Tunnel construction risk management and control system based on space time parameters |
| CN112459841A (en) * | 2020-10-28 | 2021-03-09 | 江西省交通科学研究院 | Shield tunnel construction settlement monitoring device and method based on neural network |
| CN112459841B (en) * | 2020-10-28 | 2023-10-13 | 江西省交通科学研究院 | Shield tunnel construction settlement monitoring device and method based on neural network |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102943459B (en) | Remote smart monitoring and three-dimensional early warning method and system for deformation stability of deep foundation pit | |
| CN102900441B (en) | Based on country rock be badly deformed control China tunnel construction method | |
| CN110411370A (en) | A kind of the risk of tunnel construction managing and control system based on space time parameter | |
| CN101826247A (en) | System for monitoring, forecasting and warning mud-rock flow | |
| CN102979071B (en) | Remote intelligent monitoring and three-dimensional early warning method and system for stress stability of deep foundation pit | |
| CN104950921B (en) | Building leveling safety monitoring system | |
| WO2020087880A1 (en) | Semi-underground pumped-storage hydroelectric power station employing open-pit mine, and method for constructing same | |
| CN106323223B (en) | Highway cutting slope deformation monitoring and early warning system | |
| CN207923112U (en) | Ground Settlement Induced by Shield Tunnel Construction point intelligent integral auxiliary monitoring device | |
| CN108225265A (en) | A kind of soft soil roadbed deformation remote comprehensive monitoring system and installation method | |
| CN106679735A (en) | Multi-water-type real-time monitoring device for mine soil dump site and using method thereof | |
| Zhang et al. | Real time remote monitoring and pre-warning system for Highway landslide in mountain area | |
| CN203949658U (en) | The continuous operational monitoring of GNSS station | |
| Yao et al. | Numerical analysis of the influence of isolation piles in metro tunnel construction of adjacent buildings | |
| CN202969361U (en) | Remote intelligent monitoring and three-dimensional pre-warning system for deformation stability of deep foundation pit | |
| CN103061322B (en) | Deep foundation ditch stability remote intelligent monitoring 3-dimensional digital comprehensive pre-warning method and system | |
| CN110241885A (en) | A kind of anti-backbreak intelligent alarm system and excavation method based on radar real-time detection | |
| CN111189492A (en) | Underground water environment monitoring system | |
| CN103046525A (en) | Facility and method for mechanical stability remote intelligent monitoring and three-dimensional early warning of deep foundation pit | |
| CN205804433U (en) | Metro Deep Excavation water sealing structure seepage defect sonar seepage detector | |
| CN203034434U (en) | Remote intelligent monitoring three-dimensional digital comprehensive early warning system for stability of deep foundation pit | |
| CN106401652A (en) | Tandem type network construction method for tunnel remote on-line remote-measuring system | |
| CN204479065U (en) | A kind of High Precision Traverses formula tunneling boring stability of slope monitor and early warning system | |
| CN111335904A (en) | Shield downward-penetrating building construction monitoring method | |
| CN209384285U (en) | One kind closing on the existing bridge bearing platform protection construction of open-cut foundation ditch |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180928 Termination date: 20190213 |