CN108877177A - A kind of fixed wireless inclination monitoring early warning system - Google Patents
A kind of fixed wireless inclination monitoring early warning system Download PDFInfo
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- CN108877177A CN108877177A CN201810728075.XA CN201810728075A CN108877177A CN 108877177 A CN108877177 A CN 108877177A CN 201810728075 A CN201810728075 A CN 201810728075A CN 108877177 A CN108877177 A CN 108877177A
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- G—PHYSICS
- G08—SIGNALLING
- G08C—TRANSMISSION SYSTEMS FOR MEASURED VALUES, CONTROL OR SIMILAR SIGNALS
- G08C17/00—Arrangements for transmitting signals characterised by the use of a wireless electrical link
- G08C17/02—Arrangements for transmitting signals characterised by the use of a wireless electrical link using a radio link
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/02—Protocols based on web technology, e.g. hypertext transfer protocol [HTTP]
- H04L67/025—Protocols based on web technology, e.g. hypertext transfer protocol [HTTP] for remote control or remote monitoring of applications
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Abstract
The invention discloses a kind of fixed wireless inclination monitoring early warning systems, including being set within the walls or the inclinometer pipe sleeve of the soil body, sense fulcrum and wireless transmission and data storage processing unit, the sensing fulcrum includes the wireless tilt sensing fulcrum in the wireless laser ranging sensing fulcrum equipped with independent current source and several inclinometer pipe sleeves, a reflecting plate is set in the correspondence wireless laser ranging sensing fulcrum, the wireless transmission and data storage processing unit are wirelessly connected with sensing fulcrum and are acquired to its measurement data, wireless transmission, it calculates, processing and shared storage are used for early warning, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum difference；The present invention is by being equipped with so that monitoring accuracy and frequency are high, deviation ratio is low, early warning is sensitive, for multi-party short range and long-range micro-disturbance monitoring in real time；Can wireless penetration, automation, in real time monitoring and live early warning, and have the advantages that easy to install, economy.
Description
Technical field
The present invention is to be related to a kind of inclination monitoring early warning system, is to be related to one kind for foundation pit enclosure structure wall specifically
Body or the fixed wireless inclination monitoring early warning system of deep soil lateral displacement belong to Geotechnical Monitoring technology neck
Domain.
Background technique
In recent years, large- and-medium size cities population steeply rises, and land resources utilization is more nervous, to meet public and civilian setting
The construction demand applied, such as subway station, underground parking, the civilian warehouse in underground, to improve the deep basal pit of land utilization ratio
Engineering is able to broad development.Due to the mismanagement of increase and the construction of scale, occur not during Construction of Deep Excavation Engineering
Few accident, causes huge economic loss and casualties, not only delays the duration, and causes undesirable social shadow
It rings.
Field monitoring is a kind of important means for perceiving supporting construction and ambient enviroment response in work progress in time,
In, the lateral displacement of deep soil or wall is one common, safe for evaluating deep footing groove enclosing structure and the periphery soil body
The important indicator of situation.The existing monitoring in China standardizes still by the way of artificial on-site land survey, and major defect is not only to consume
Biggish manpower and material resources are taken, and the period acquired is longer, real-time is poor；Data processing later uses the side of manual transcription
Formula, inefficiency cause monitoring and warning to be likely to lag behind accident.In addition, if encountering severe geological environment or weather
Condition, manual measurement are faced with huge risk again.
In view of the above problems, the experts and scholars for being largely engaged in geotechnical engineering study this, especially it is wireless from
Dynamicization monitoring aspect achieves more progress.As Chinese patent 201320653237.0 discloses a kind of fixed wireless depth of threadiness
Hole inclinometer and deep hole inclination measurement system, the basic of the device are constituted by multiple deviational survey unit mounted on top in measured hole, deviational survey
Unit connects device on well by a RS485 bus, and device can carry out data processing, the reception of measurement data and hair on well
It send；Similar principles have Chinese patent 201110133738.1；Chinese patent 200910039248.8 discloses one kind wirelessly certainly
Dynamic dual-axis inclinometer, principle are will to connect one with the inclinometer that measurement sensor is formed based on mems accelerometer can control
The motor system that the component is run up and down realizes component operation up and down in inclimation measuring duct in conjunction with automatic time controller, with
Continuously measure the stratum lateral displacement of two orthogonal horizontals (X, Y) in entire soil layer, data transmission be based on GSM or
GPRS network realizes the wireless automatic of monitoring；Similar also Chinese patent 201710180368.4 discloses one kind and is used for
The inclination measurement system and its tilt measurement with data acquisition and control function of deep layer deviational survey；And Chinese patent
201610852476.7 disclose a kind of method of real-time for underground deep layer earth horizontal displacement, between inclinometer group
Communication mode is to connect to realize by cable, if the measurement for interrupting lower part inclinometer group is transmitted work by part cable Joint failure
Make, and the cost of later maintenance is larger, on the other hand, the lateral displacement calculation formula of the invention assumes that bottom is fixed point, this
And the certain deviation of physical presence.To sum up, there are still many technological deficiencies for technology disclosed in above-mentioned patent.On the one hand, mesh
Preceding existing wireless automatic monitoring device, can not achieve full Wireless, as device on deviational survey unit and well connection still
For wired forms, power supply also mostly uses wired mode, so that installation is complicated, mounting condition is limited, and later maintenance cost is higher,
Once the damage for wired connection occur can not repair in time in measurement；On the other hand, cost is higher, is not easy to make on a large scale
With；In addition, the measuring result error that existing measurement method and computational accuracy obtain is big, there is the wind that not would know that measured deviation
Danger is not able to satisfy effective monitoring and warning demand immediately.
With the development of technology with the raising of monitoring requirements, monitoring technology must towards automation, real time implementation, long-range,
Wireless penetration and intelligent and develop.In recent years, wireless sensor network technology (WSN) and MEMS (MEMS) by feat of its
Itself unique advantage influences rapidly and is gradually applied to hypogee monitoring field, passes through combination in view of the above technical problems
WSN and MEMS technology provide that a kind of monitoring deviation ratio is low, early warning is sensitive, it is fixed wireless for multi-party short range and remotely to monitor
Inclination monitoring early warning system, low in cost, install convenient, by great application and promotion prospect.
Summary of the invention
That in view of the above-mentioned problems existing in the prior art and demand, the object of the present invention is to provide a kind of monitoring deviation ratios is low,
The fixed wireless inclination monitoring early warning system that early warning is sensitive, for multi-party short range and remotely monitors, low in cost, installation is just
Victory, in order to apply and promote.
To achieve the above object, the technical solution adopted by the present invention is as follows：
A kind of fixed wireless inclination monitoring early warning system, including inclinometer pipe sleeve, sensing fulcrum and wireless transmission and number
According to storage processing unit, it is characterised in that：The inclinometer pipe sleeve is embedded in inside foundation pit enclosure structure wall or soil body deep layer,
The sensing fulcrum includes the wireless laser ranging sensing fulcrum and several according to certain being set at the top of the inclinometer pipe sleeve
Spacing is successively distributed in the sensing fulcrum of the wireless tilt in the inclinometer pipe sleeve, corresponds to the wireless laser ranging on ground and passes
Feel and set a reflecting plate at the respective distance of fulcrum, with the wireless laser ranging sense between fulcrum and the reflecting plate it is opposite away from
From variation characterization inclinometer pipe sleeve top side horizontal displacement after excavation of foundation pit, measurement result is more reliable, precision is controllable；Institute
It states wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum is single with wireless transmission and data storage processing respectively
Member be wirelessly connected, it is described wireless transmission and data storage processing unit to it is described sensing fulcrum measurement data be acquired, nothing
Line transmission calculates, handles and shares storage and is used for early warning, the wireless laser ranging sensing fulcrum and each wireless tilt
Sensing fulcrum is respectively equipped with independent current source.
Preferably, it is described wireless transmission and data storage processing unit include radio network gateway, cloud server and
Radio receiving transmitting module, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum pass through built-in institute respectively
Radio receiving transmitting module is stated by measurement data consecutive transmissions to the radio network gateway, the radio network gateway respectively with each wireless receipts
Hair module and the cloud server are wirelessly connected, for receiving the measurement data of each radio receiving transmitting module collection simultaneously
It is transferred to the cloud server, the cloud server is by being calculated, being handled and being stored to the measurement data received
And processing result is used for early warning.
As further preferred scheme, the wireless transmission and data storage processing unit further include prior-warning device, described
Prior-warning device is wirelessly connected with the radio network gateway, and processing result is fed back to the radio network gateway by the cloud server
For controlling prior-warning device.
Preferably, preferred dimension is that 100mm × 100mm × 60mm micro radio laser ranging senses fulcrum survey
The side horizontal displacement at the top of inclined tube sleeve is measured, preferred dimension is the small-sized wireless tilt sensing of 52mm × 50mm × 40mm
Fulcrum measures the gradient in Relative vertical direction at different depth in inclinometer pipe sleeve, low in cost, measurement precisely, avoid biography
The problem with high costs that system equipment is caused using the inclinometer group that inclino-probe series connection is spliced to form.
Preferably, wireless laser ranging sensing fulcrum and wireless tilt sensing fulcrum are set as synchronous
Monitoring frequency, each wireless tilt sense the lateral displacement at fulcrum and calculate acquisition by following formula：
Wherein：ykThe lateral displacement at fulcrum, y are sensed for k-th of wireless tilt0Fulcrum is sensed for wireless laser ranging
Relative distance reading, L are the spacing that wireless tilt senses fulcrum, θiThe gradient that fulcrum measures is sensed for i-th of wireless tilt.
Traditional lateral displacement calculation formula assumes that bottom is fixed point, and the deviation that physical presence is certain more；The present invention is swashed using wireless
Ligh-ranging senses fulcrum progress top side horizontal displacement compensation calculation will be more accurate.
Preferably, wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum mutually it
Between be independently arranged, and be powered respectively by the independent current source that is equipped with, the independent current source includes industrial battery, is used
Equipment and route design, power consumption is small, can application time it is long, it is small in size, avoid caliber size from limiting installation number, the nothing
Line laser ranging senses and connection is not present between fulcrum, each wireless tilt sensing fulcrum, reduces late maintenance cost,
In use, checking that each power supply electricity is sufficient.
Preferably, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum pass through respectively
Mounting bracket is fixed in the inclinometer pipe sleeve.
As further preferred scheme, each mounting bracket and the inclinometer pipe sleeve are solid by the bolt of front and back four
Fixed connection, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum pass through respectively bottom bolts with it is described
Mounting bracket is fixed.
As further preferred scheme, the inclinometer pipe sleeve includes several pipeline sections, and adjacent the two of the inclinometer pipe sleeve
It is connected with each other between pipeline section, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum pass through installation branch
Frame is fixed in the corresponding pipeline section of the inclinometer pipe sleeve.
As further preferred scheme, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum point
It is not set to the port of the corresponding pipeline section of the inclinometer pipe sleeve, in order to assembly operation.
It is mutual by the muff joint being equipped between adjacent two pipeline section of the inclinometer pipe sleeve as further preferred scheme
Connection,
As further preferred scheme, self-tapping screw is used between the muff joint and the pipeline section of the inclinometer pipe sleeve
It is fixed.
As further preferred scheme, junction is wound using waterproof cloth between adjacent two pipeline section of the inclinometer pipe sleeve
Package, to prevent the infiltration of silt and underground water.
A kind of embodiment, the prior-warning device are mounted on inside foundation pit, to carry out live early warning to construction safety, just
Warning information, quickly reply are obtained immediately in construction related personnel.
A kind of embodiment, the inclinometer pipe sleeve pipe diameter size should be large enough to hold the mounting bracket.
Compared with prior art, the present invention has the advantages that：
The present invention senses relative distance between fulcrum and reflecting plate by using the wireless laser ranging for being set to ground and changes
Inclinometer pipe sleeve top side horizontal displacement after excavation of foundation pit is characterized, measurement result is more reliable, precision is controllable, reduces survey
Measure deviation；Using the sensing fulcrum of wireless data transmission and independent current source, cable power supply or cable communication between measuring device are solved
The problem of easy to damage, difficult maintenance, realizes automatic monitoring by wireless transmission and the setting of data storage processing unit, matches above
Setting is closed so that monitoring accuracy of the present invention and frequency are high, deviation ratio is low, early warning is sensitive, for multi-party short range and remotely micro- in real time
Disturbance monitoring；The present invention is wireless penetration, automation and reality to the monitoring of foundation pit enclosure structure or soil body deep layer side horizontal displacement
When, it can be achieved that live early warning, and have the advantages that easy to install, economy, with apparent progressive and application value.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the fixed wireless inclination monitoring early warning system of one kind provided in an embodiment of the present invention；
Fig. 2 is that the Computing Principle of the fixed wireless inclination monitoring early warning system of one kind provided in an embodiment of the present invention is illustrated
Figure；
Fig. 3 is the structural schematic diagram of sensing fulcrum provided in an embodiment of the present invention.
Figure label is schematically as follows：1, inclinometer pipe sleeve；2, wireless laser ranging senses fulcrum；3, wireless tilt sensing branch
Point；4, reflecting plate；5, radio network gateway；6, cloud server；7, prior-warning device；8, mounting bracket；9, bolt；10, page end；
11, at construction.
Specific embodiment
Technical solution of the present invention is described in further detail below in conjunction with drawings and examples.
Embodiment
In conjunction with shown in Fig. 1-3, the fixed wireless inclination monitoring early warning system of one kind provided in this embodiment, including inclinometer pipe
Sleeve 1, sensing fulcrum and wireless transmission and data storage processing unit, the inclinometer pipe sleeve 1 are embedded in foundation pit enclosure structure
Inside wall or soil body deep layer, the sensing fulcrum include the wireless laser ranging biography for being set to 1 top of inclinometer pipe sleeve
Sense fulcrum 2 and it is several according to a fixed spacing be successively distributed in the wireless tilt in the inclinometer pipe sleeve 1 sensing fulcrum 3, on ground
Face corresponds to and sets a reflecting plate 4 at the respective distance of wireless laser ranging sensing fulcrum 1, with wireless laser ranging sensing
Relative distance variation characterization inclinometer pipe sleeve 1 lateral horizontal position in top after excavation of foundation pit between fulcrum 2 and the reflecting plate 4
It moves, measurement result is more reliable, precision is controllable；The wireless transmission and data storage processing unit include radio network gateway 5, cloud
Server 6, radio receiving transmitting module and prior-warning device 7, the wireless laser ranging sensing fulcrum 2 and each wireless tilt sensing
Fulcrum 3 is respectively by the built-in radio receiving transmitting module by the top side horizontal displacement and inclination data consecutive transmissions of measurement
To be located at 1 top nozzle of inclinometer pipe sleeve the radio network gateway 5, the radio network gateway 5 respectively with each wireless receipts
Hair module, the cloud server 6 and the prior-warning device 7 are wirelessly connected, for receiving each radio receiving transmitting module
The top side horizontal displacement and inclination data of the measurement of collection are simultaneously transferred to the cloud server 6, the cloud server 6
By the way that the top side horizontal displacement and inclination data that receive are calculated, handled and are stored and fed back to processing result
The radio network gateway 5 is for controlling prior-warning device 7.
Wireless inclination monitoring early warning system described in the present embodiment when in use, does not first pour the embedment of inclinometer pipe sleeve 1 mixed
It coagulates inside the retaining wall of soil or is embedded to the soil body after wall by way of drilling, fixed wireless laser ranging senses fulcrum at top
2 cooperate distant place to set up a reflecting plate 4, to measure top side horizontal displacement, by wireless laser ranging sensing fulcrum 2 and wirelessly
Inclination angle sensing 3 monitoring frequency of fulcrum is set as unanimously carrying out real-time measurement and passes through radio receiving transmitting module for the lateral water in the top of measurement
Prosposition moves and inclination data is transferred to radio network gateway 5, and radio network gateway 5 receives the top side horizontal displacement and inclination angle number of measurement
It cloud server 6 is uploaded to by mobile radio communication calculated, handled and is stored according to rear, the administrative staff of proximal end or distal end can
Page end 10 log in the lateral displacement curve of wall at foundation pit measurement data, monitoring point or the soil body is carried out real time inspection and under
It carries；In addition cloud server 6 can return to pre-warning signal to radio network gateway 5, and the instruction that prior-warning device 7 receives radio network gateway 5 issues
Pre-warning signal is at construction 11.
The reflection point of laser ranging is set at a certain position in ground by the present embodiment, and not only installation convenience, is additionally favorable for subtracting
Because the change of reflection point position is influencing caused by measurement result in few measurement, if using traditional approach by the anti-of laser ranging
Exit point is set to measured hole bottom, can not know when reflection point position changes, and will cause the mistake measurement that can not be corrected
Data, construction safety risk is big, and the present invention is by being set to earth's surface or more for the reflection point of laser ranging, then its change in location
Controllably, though its position because external force changes be also convenient for survey crew known and being positioned to it and carry out in time correct with
Measured deviation is eliminated, therefore rate of precision of the present invention is higher.In addition, the present invention, which will acquire data, is transferred to cloud by radio network gateway 5
Server 6 is calculated and is stored, and as a result obtains accurate, early warning quickly and convenient for multi-party strange land query monitor in real time.
In the present embodiment, as described in Figure 3, preferred dimension is 100mm × 100mm × 60mm micro radio laser ranging
The side horizontal displacement that fulcrum 2 measures 1 top of inclinometer pipe sleeve is sensed, preferred dimension is that 52mm × 50mm × 40mm is small-sized
Wireless tilt senses the gradient that fulcrum 3 measures Relative vertical direction at different depth in inclinometer pipe sleeve 1, low in cost, survey
The problem with high costs that amount is accurate, avoids traditional equipment is caused using the inclinometer group that inclino-probe series connection is spliced to form.
Above-mentioned wireless laser ranging sensing fulcrum 2 and above-mentioned each wireless tilt sensing fulcrum 3 are set as Simultaneous Monitoring frequency,
Lateral displacement at each wireless tilt sensing fulcrum 3 is calculated by following formula to be obtained：
Wherein：ykThe lateral displacement at fulcrum, y are sensed for k-th of wireless tilt0Fulcrum is sensed for wireless laser ranging
Relative distance reading, L are the spacing that wireless tilt senses fulcrum, θiThe gradient that fulcrum measures is sensed for i-th of wireless tilt.
Traditional lateral displacement calculation formula assumes that bottom is fixed point, and the deviation that physical presence is certain more；The present invention is swashed using wireless
Ligh-ranging senses fulcrum progress top side horizontal displacement compensation calculation will be more accurate.
In the present embodiment, as described in Figure 3, the wireless laser ranging sensing fulcrum 2 and each wireless tilt pass
Sense fulcrum 3 is independently arranged between each other, and is powered respectively by the independent current source being equipped with, and the independent current source includes
Industrial battery, equipment and the route design of use, power consumption is small, can application time it is long, it is small in size, avoid caliber size limitation peace
Quantity is filled, connection is not present between the wireless laser ranging sensing fulcrum 2, each wireless tilt sensing fulcrum 3, subtracts
Few late maintenance cost, in use, checking that each power supply electricity is sufficient.
In the present embodiment, as described in Figure 3, the inclinometer pipe sleeve 1 includes several pipeline sections, the inclinometer pipe sleeve 1
Be connected with each other between adjacent two pipeline section by the muff joint that is equipped with, the pipeline section of the muff joint and the inclinometer pipe sleeve 1 it
Between fixed using self-tapping screw, wireless laser ranging sensing fulcrum 2 and each wireless tilt sensing fulcrum 3 pass through described
Mounting bracket 8 is fixed on the port of the corresponding pipeline section of the inclinometer pipe sleeve 1, in order to assembly operation, each installation branch
Frame 8 is fixedly connected with the inclinometer pipe sleeve 1 by the bolt 9 of front and back four, the wireless laser ranging sensing fulcrum 2 and each institute
It is fixed by bottom bolts and the mounting bracket 8 respectively to state wireless tilt sensing fulcrum 3；Select bolt and mounting bracket 8 into
Row fixed installation is more simple and fast, and cost is lower.
The infiltration of silt and underground water in order to prevent, junction uses between adjacent two pipeline section of the inclinometer pipe sleeve 1
Waterproof cloth winding package, the in order to prevent infiltration of silt and underground water.
In the present embodiment, described as shown in Figure 1, Figure 2, the prior-warning device 7 is mounted at foundation pit interior construction, to applying
Work carries out safely live early warning, obtains warning information, quickly reply immediately convenient for construction related personnel.
In the present embodiment, as described in Figure 3,1 pipe diameter size of inclinometer pipe sleeve should be large enough to hold the mounting bracket
8。
It is visible in summary：The present invention senses fulcrum 2 and reflecting plate 4 by using the wireless laser ranging for being set to ground
Between relative distance variation characterization inclinometer pipe sleeve 1 top side horizontal displacement after excavation of foundation pit, measurement result is more reliable, accurate
Degree is controllable, reduces measured deviation；Using the sensing fulcrum of wireless data transmission and independent current source, without lay any electric power or
The communications cable saves the expense of cable laying and later maintenance, avoids in use process, the damage of electric power or the communications cable
To the influence that equipment uses, the risk of equipment damage is reduced, is realized by wireless transmission and the setting of data storage processing unit
Automatic monitoring, without a large amount of manpower and material resources and do not generate construction interference, be equipped with above so that monitoring accuracy of the present invention with
Frequency is high, deviation ratio is low, early warning is sensitive, for multi-party short range and long-range micro-disturbance monitoring in real time；The present invention is to foundation pit enclosure
The monitoring of structure or soil body deep layer side horizontal displacement is wireless penetration, automation and in real time, it can be achieved that live early warning, and is had
The advantages of easy to install, economy.
It is last it is necessarily pointed out that：The foregoing is merely the preferable specific embodiment of the present invention, but the present invention
Protection scope be not limited thereto, anyone skilled in the art in the technical scope disclosed by the present invention,
Any changes or substitutions that can be easily thought of, should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of fixed wireless inclination monitoring early warning system, including inclinometer pipe sleeve, sensing fulcrum and wireless transmission and data
Store processing unit, it is characterised in that：The inclinometer pipe sleeve is embedded in inside foundation pit enclosure structure wall or soil body deep layer, institute
Stating sensing fulcrum includes being set to the wireless laser ranging sensing fulcrum at the top of the inclinometer pipe sleeve and several according between certain
Fulcrum is sensed away from the wireless tilt being successively distributed in the inclinometer pipe sleeve, corresponds to the wireless laser ranging sensing on ground
A reflecting plate is set at the respective distance of fulcrum, and the relative distance between fulcrum and the reflecting plate is sensed with the wireless laser ranging
Variation characterization inclinometer pipe sleeve top side horizontal displacement after excavation of foundation pit, the wireless laser ranging sensing fulcrum and each institute
It states wireless tilt sensing fulcrum to be wirelessly connected with wireless transmission and data storage processing unit respectively, the wireless transmission and data
Storage processing unit is acquired, is wirelessly transferred, calculates, handles and shares storage to the measurement data of the sensing fulcrum and is used in combination
In early warning, the wireless laser ranging sensing fulcrum and each wireless tilt sensing fulcrum are respectively equipped with independent current source.
2. wireless inclination monitoring early warning system according to claim 1, it is characterised in that：The wireless transmission and data storage
Depositing processing unit includes radio network gateway, cloud server and radio receiving transmitting module, the wireless laser ranging sensing fulcrum and each
The wireless tilt sensing fulcrum passes through the built-in radio receiving transmitting module for measurement data consecutive transmissions to the nothing respectively
Gauze closes, and the radio network gateway is wirelessly connected with each radio receiving transmitting module and the cloud server respectively, is used for
It receives the measurement data that each radio receiving transmitting module is collected and is transferred to the cloud server, the cloud server passes through
The measurement data received is calculated, handled and stored and processing result is used for early warning.
3. wireless inclination monitoring early warning system according to claim 2, it is characterised in that：The wireless transmission and data storage
Depositing processing unit further includes prior-warning device, and the prior-warning device is wirelessly connected with the radio network gateway, the cloud service
Processing result is fed back to the radio network gateway and is used to control prior-warning device by device.
4. wireless inclination monitoring early warning system described in -3 any claims according to claim 1, it is characterised in that：The nothing
Line laser ranging sensing fulcrum and wireless tilt sensing fulcrum are set as Simultaneous Monitoring frequency, and each wireless tilt senses fulcrum
The lateral displacement at place is calculated by following formula and is obtained：
Wherein：ykThe lateral displacement at fulcrum, y are sensed for k-th of wireless tilt0The opposite of fulcrum is sensed for wireless laser ranging
Range reading, L are the spacing that wireless tilt senses fulcrum, θiThe gradient that fulcrum measures is sensed for i-th of wireless tilt.
5. wireless inclination monitoring early warning system according to claim 1, it is characterised in that：The wireless laser ranging sensing
Fulcrum and each wireless tilt sensing fulcrum pass through mounting bracket respectively and are fixed on the inclinometer pipe sleeve.
6. wireless inclination monitoring early warning system according to claim 5, it is characterised in that：The inclinometer pipe sleeve includes number
A pipeline section is connected with each other between adjacent two pipeline section of the inclinometer pipe sleeve, the wireless laser ranging sensing fulcrum and each described
Wireless tilt sensing fulcrum is fixed in the corresponding pipeline section of the inclinometer pipe sleeve by the mounting bracket.
7. wireless inclination monitoring early warning system according to claim 6, it is characterised in that：The wireless laser ranging sensing
Fulcrum and each wireless tilt sensing fulcrum are respectively arranged at the port of the corresponding pipeline section of the inclinometer pipe sleeve.
8. wireless inclination monitoring early warning system according to claim 6, it is characterised in that：The inclinometer pipe sleeve it is adjacent
It is connected with each other between two pipeline sections by the muff joint being equipped with.
9. wireless inclination monitoring early warning system according to claim 8, it is characterised in that：In the phase of the inclinometer pipe sleeve
Junction is using waterproof cloth winding package between adjacent two pipeline sections.
10. wireless inclination monitoring early warning system according to claim 9, it is characterised in that：The prior-warning device is mounted on
At construction.
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067243A (en) * | 2019-06-04 | 2019-07-30 | 孙雨 | A kind of inclination measurement device measuring earth horizontal displacement |
| CN110196042A (en) * | 2019-06-24 | 2019-09-03 | 重庆交通大学 | Inclination measurement device and side slope based on laser ranging tilt monitoring method |
| CN111735406A (en) * | 2020-06-22 | 2020-10-02 | 西南交通建设集团股份有限公司 | Wireless side slope deformation monitoring system |
| CN111894054A (en) * | 2020-09-08 | 2020-11-06 | 铁科院(深圳)研究设计院有限公司 | Foundation pit excavation state monitoring system and method based on laser range finder networking |
| CN113405510A (en) * | 2021-06-15 | 2021-09-17 | 山东高速工程建设集团有限公司 | Device and method for monitoring horizontal absolute displacement of surrounding rock |
| CN114136280A (en) * | 2021-10-27 | 2022-03-04 | 浙江瑞邦科特检测有限公司 | Soil inclination measuring sensing system and monitoring method |
| CN115615394A (en) * | 2022-10-20 | 2023-01-17 | 安徽建筑大学 | Method for measuring inclination condition of inclinometer |
| CN117661646A (en) * | 2023-11-07 | 2024-03-08 | 中交二航局第一工程有限公司 | High-precision measuring device flexibly applied to pipe pile soil compaction effect and construction method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10140971A (en) * | 1996-11-11 | 1998-05-26 | Shimizu Corp | System for managing construction of tunnel by using wireless transmission device |
| CN102186186A (en) * | 2010-11-30 | 2011-09-14 | 无锡悟莘科技有限公司 | Wireless sensor network motoring method and system for infrastructure |
| CN102425192A (en) * | 2011-09-22 | 2012-04-25 | 深圳思量微系统有限公司 | Pile foundation inclination real-time monitoring and prewarning system |
| CN105735380A (en) * | 2016-04-14 | 2016-07-06 | 广州市建筑科学研究院有限公司 | Monitoring device and method for horizontal displacement and vertical sedimentation of foundation pit deep layer |
| CN107091635A (en) * | 2017-06-16 | 2017-08-25 | 上海工程技术大学 | A kind of inclination data acquisition module for tunnel subsidence monitoring system |
| CN107543515A (en) * | 2016-06-28 | 2018-01-05 | 湖南科技大学 | Double-shaft tilt angle location deep displacement monitor and its application method |
| CN206991518U (en) * | 2017-07-31 | 2018-02-09 | 中国水利水电第七工程局成都水电建设工程有限公司 | For monitoring the prior-warning device and system of Metro Deep Excavation geological disaster |
| CN107916683A (en) * | 2016-10-09 | 2018-04-17 | 上海凯盾工程技术有限公司 | A kind of device and method for monitoring the underground space and line track lateral soil movement and sedimentation |
| CN108180938A (en) * | 2017-12-19 | 2018-06-19 | 广西土木勘察检测治理有限公司 | A kind of deep basal pit real-time system for monitoring and pre-warning |
-
2018
- 2018-07-05 CN CN201810728075.XA patent/CN108877177A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10140971A (en) * | 1996-11-11 | 1998-05-26 | Shimizu Corp | System for managing construction of tunnel by using wireless transmission device |
| CN102186186A (en) * | 2010-11-30 | 2011-09-14 | 无锡悟莘科技有限公司 | Wireless sensor network motoring method and system for infrastructure |
| CN102425192A (en) * | 2011-09-22 | 2012-04-25 | 深圳思量微系统有限公司 | Pile foundation inclination real-time monitoring and prewarning system |
| CN105735380A (en) * | 2016-04-14 | 2016-07-06 | 广州市建筑科学研究院有限公司 | Monitoring device and method for horizontal displacement and vertical sedimentation of foundation pit deep layer |
| CN107543515A (en) * | 2016-06-28 | 2018-01-05 | 湖南科技大学 | Double-shaft tilt angle location deep displacement monitor and its application method |
| CN107916683A (en) * | 2016-10-09 | 2018-04-17 | 上海凯盾工程技术有限公司 | A kind of device and method for monitoring the underground space and line track lateral soil movement and sedimentation |
| CN107091635A (en) * | 2017-06-16 | 2017-08-25 | 上海工程技术大学 | A kind of inclination data acquisition module for tunnel subsidence monitoring system |
| CN206991518U (en) * | 2017-07-31 | 2018-02-09 | 中国水利水电第七工程局成都水电建设工程有限公司 | For monitoring the prior-warning device and system of Metro Deep Excavation geological disaster |
| CN108180938A (en) * | 2017-12-19 | 2018-06-19 | 广西土木勘察检测治理有限公司 | A kind of deep basal pit real-time system for monitoring and pre-warning |
Non-Patent Citations (1)
| Title |
|---|
| 王飞 等: "盾构隧道结构性态无线感知方法", 《中国公路学报》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067243A (en) * | 2019-06-04 | 2019-07-30 | 孙雨 | A kind of inclination measurement device measuring earth horizontal displacement |
| CN110196042A (en) * | 2019-06-24 | 2019-09-03 | 重庆交通大学 | Inclination measurement device and side slope based on laser ranging tilt monitoring method |
| CN111735406A (en) * | 2020-06-22 | 2020-10-02 | 西南交通建设集团股份有限公司 | Wireless side slope deformation monitoring system |
| CN111894054A (en) * | 2020-09-08 | 2020-11-06 | 铁科院(深圳)研究设计院有限公司 | Foundation pit excavation state monitoring system and method based on laser range finder networking |
| CN113405510A (en) * | 2021-06-15 | 2021-09-17 | 山东高速工程建设集团有限公司 | Device and method for monitoring horizontal absolute displacement of surrounding rock |
| CN114136280A (en) * | 2021-10-27 | 2022-03-04 | 浙江瑞邦科特检测有限公司 | Soil inclination measuring sensing system and monitoring method |
| CN115615394A (en) * | 2022-10-20 | 2023-01-17 | 安徽建筑大学 | Method for measuring inclination condition of inclinometer |
| CN117661646A (en) * | 2023-11-07 | 2024-03-08 | 中交二航局第一工程有限公司 | High-precision measuring device flexibly applied to pipe pile soil compaction effect and construction method thereof |
| CN117661646B (en) * | 2023-11-07 | 2024-05-17 | 中交二航局第一工程有限公司 | High-precision measuring device flexibly applied to pipe pile soil compaction effect and construction method thereof |
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