CN106759532B - Automatic lifting inclination measurement device and method - Google Patents
Automatic lifting inclination measurement device and method Download PDFInfo
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- CN106759532B CN106759532B CN201610918426.4A CN201610918426A CN106759532B CN 106759532 B CN106759532 B CN 106759532B CN 201610918426 A CN201610918426 A CN 201610918426A CN 106759532 B CN106759532 B CN 106759532B
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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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Abstract
The present invention provides a kind of automatic lifting inclination measurement device and methods, the present invention is by being fixed on the nozzle anchor ear device of nozzle above the gaging hole of foundation pit, the motion controller being connect with the nozzle anchor ear device, the power control system being connect with the motion controller, the lifting meter counter and sliding inclinometer being connect with the power control system, the motion controller controls the power control system according to the reading of lifting meter counter and sliding inclinometer is driven to carry out elevating movement, solve human task amount weight in current pit inclinometer work, time-consuming, data are big by Human disturbance, the problem of cannot achieve 24 hours uninterrupted real-time monitorings.
Description
Technical field
The invention belongs to ground monitoring methods, and the present invention relates to the deeply mixing cement-soil piles of retaining wall in Excavation Process
Monitoring device and method.
Background technique
Deviational survey work occupies an important position in the monitoring of base pit engineering surrounding enviroment, and domestic common inclinometer is generally slided
Dynamic formula inclinometer.Sliding inclinometer respectively has a pair of of pulley, upper and lower wheelspan 500mm, its working principle is that utilizing gravity bob up and down
Hammer remains the property of vertical direction, measures the inclination angle between instrument central axes and pendulum vertical line, the variation at inclination angle can be by electricity
Signal is converted and is obtained, so as to know the change in displacement value of measured structure.It is surveyed under normal circumstances using artificial pulling slidingtype
The mode of oblique instrument is monitored work:
But there are following drawbacks for above-mentioned measurement method:
1. be monitored by artificial pulling inclino-probe, by pulling the scale controlling depth on cable, excessively according to
Judge by monitoring personnel, is unable to ensure the accuracy of depth;
2. inclino-probe measures, due to pulling state in artificial, stable reading not can guarantee;
3. monitoring process is cumbersome, takes a long time, in, extensive foundation pit, acquisition time is too long, data hysteresis quality;
4. it is very big to consume artificial amount to meet detection requirement;
5. not being able to satisfy the uninterrupted real time monitoring in 24 hours required when the construction of deep basal pit critical process to require.
Summary of the invention
The purpose of the present invention is to provide a kind of automatic lifting inclination measurement device and methods, are able to solve current pit inclinometer work
Work of mediating task amount weight, time-consuming, data are big by Human disturbance, cannot achieve the problem of 24 hours uninterrupted real-time monitorings.
To solve the above problems, the present invention provides a kind of automatic lifting inclination measurement device, comprising:
It is fixed on the nozzle anchor ear device of nozzle above the gaging hole of foundation pit;
The motion controller being connect with the nozzle anchor ear device;
The power control system being connect with the motion controller;
The lifting meter counter and sliding inclinometer connecting with the power control system, the motion controller is according to liter
The reading for dropping meter counter controls the power control system and sliding inclinometer is driven to carry out elevating movement.
Further, in above-mentioned apparatus, the automatic lifting inclination measurement device further include:
The first radio transmission apparatus being connect with the sliding inclinometer;
The data collecting instrument table being wirelessly connected with first radio transmission apparatus.
Further, in above-mentioned apparatus, the automatic lifting inclination measurement device further include:
The second radio transmission apparatus being connect with the data collecting instrument table;
The background devices being wirelessly connected with second radio transmission apparatus, the background devices are wirelessly passed from described second
Transfer device receive read simultaneously save, and according to it is described reading automatically form the longitudinal axis be fathom, horizontal axis is horizontal displacement value
Deviational survey curve.
Further, in above-mentioned apparatus, first radio transmission apparatus is also connect with the motion controller;
It is wireless that the background devices are also used to pass sequentially through second radio transmission apparatus, data collecting instrument table and first
Transmission device issues measuring command to the motion controller, and the motion controller is described dynamic according to measuring command control
Force control system drives sliding inclinometer to carry out elevating movement.
Further, in above-mentioned apparatus, the power control system includes:
The gear being connect with the motion controller;
With the spool of gear cooperation;
The spiral being wound on the spool.
Further, in above-mentioned apparatus, the background devices be also used to pass sequentially through second radio transmission apparatus,
Data collecting instrument table and the first radio transmission apparatus issue the monitoring frequency of measuring command, the movement to the motion controller
Controller controls the power control system according to the measuring command every preset time and drives cunning according to the monitoring frequency
Dynamic formula inclinometer carries out elevating movement.
Another side according to the present invention provides a kind of automatic lifting tilt measurement, comprising:
Nozzle anchor ear device is fixed on to nozzle above the gaging hole of foundation pit;
The nozzle anchor ear device is connect with motion controller, power control system and the motion controller are connected
It connects, lifting meter counter and sliding inclinometer is connect with the power control system, the motion controller, dynamic Control system
System, lifting meter counter and sliding inclinometer are set in pipe;
The motion controller controls the power control system according to the reading of lifting meter counter and drives slidingtype deviational survey
Instrument carries out elevating movement;
It is described when the motion controller controls sliding inclinometer to measurement position according to the reading of lifting meter counter
Motion controller stops elevating movement, and the sliding inclinometer starts to read.
Further, in the above-mentioned methods, after the sliding inclinometer starts reading, further includes:
First radio transmission apparatus is connect with the sliding inclinometer, data collecting instrument table is wireless with described first
Transmission device is wirelessly connected, and first radio transmission apparatus and data acquisition instrument are set to outside pipe;
After the completion of sliding inclinometer reading, reading is stored in its storage medium and passes through the first radio transmission apparatus
Reading is transferred to data collecting instrument table.
Further, in the above-mentioned methods, after the completion of sliding inclinometer reading, reading is stored in its storage medium
And reading is transferred to after data collecting instrument table by the first radio transmission apparatus, further includes:
Second radio transmission apparatus is connect with the data collecting instrument table, by background devices and second wireless transmission
Equipment is wirelessly connected;
Background devices from second radio transmission apparatus receive read and save, and according to it is described reading automatically form it is vertical
Axis be fathom, the deviational survey curve that horizontal axis is horizontal displacement value.
Further, in the above-mentioned methods, the second radio transmission apparatus is connect with the data collecting instrument table, it will backstage
After equipment and second radio transmission apparatus are wirelessly connected, further includes:
First radio transmission apparatus is connect with the motion controller;
The background devices pass sequentially through second radio transmission apparatus, data collecting instrument table and the first wireless transmission and set
Standby to issue measuring command to the motion controller, the motion controller controls the dynamic Control according to the measuring command
System drives sliding inclinometer to carry out elevating movement.
Further, in the above-mentioned methods, after first radio transmission apparatus being connect with the motion controller,
Further include:
The background devices pass sequentially through second radio transmission apparatus, data collecting instrument table and the first wireless transmission and set
The standby monitoring frequency that measuring command is issued to the motion controller, the motion controller according to the monitoring frequency, every
Preset time controls the power control system according to the measuring command and sliding inclinometer is driven to carry out elevating movement.
Compared with prior art, the present invention is by being fixed on the nozzle anchor ear device of nozzle above the gaging hole of foundation pit, with institute
State the motion controller of nozzle anchor ear device connection, the power control system connecting with the motion controller, with the power
The lifting meter counter and sliding inclinometer of control system connection, the motion controller are controlled according to the reading of lifting meter counter
The power control system drives sliding inclinometer to carry out elevating movement, solves human task amount in current pit inclinometer work
Weight, time-consuming, data are big by Human disturbance, cannot achieve the problem of 24 hours uninterrupted real-time monitorings.
Detailed description of the invention
Fig. 1 is the scheme of installation of the automatic lifting inclination measurement device of one embodiment of the invention;
Fig. 2 is the structure chart of the automatic lifting inclination measurement device of one embodiment of the invention.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing and specific real
Applying mode, the present invention is described in further detail.
As illustrated in fig. 1 and 2, the present invention provides a kind of automatic lifting inclination measurement device, comprising:
It is fixed on the nozzle anchor ear device 2 of nozzle 1 above the gaging hole of the underground connection wall 10 of foundation pit, it is solid for carrying out nozzle
It is fixed, which is controlled in lesser range 30*30cm as far as possible, building-site can be suitable for;
The motion controller 3 being connect with the nozzle anchor ear device 2;
The power control system 4 being connect with the motion controller 3;
The lifting meter counter 5 and sliding inclinometer 6 being connect with the power control system 4, the motion controller root
Controlling the power control system according to the reading of lifting meter counter drives sliding inclinometer to carry out elevating movement.Here, in conjunction with
Meter counter is gone up and down, the tensioning of line is realized using pulling force in itself line, it is long can accurately to read out retractable cable meter, it is ensured that deviational survey work
When depth accuracy.When the motion controller controls sliding inclinometer to measurement position according to the reading of lifting meter counter
When (generally subsurface every 0.5M mono- survey), the motion controller stops elevating movement, remain stationary, sliding inclinometer is opened
Begin reading.
Preferably, the automatic lifting inclination measurement device further include:
The first radio transmission apparatus 7 being connect with the sliding inclinometer 6;
The data collecting instrument table 8 being wirelessly connected with first radio transmission apparatus 7.Here, needing to supervise at the construction field (site)
Fixed multiple automatic lifting inclination measurement devices above the gaging hole of survey after the completion of each sliding inclinometer is read, will be read at it
It is stored in storage medium and data collecting instrument table is transferred data to by the first radio transmission apparatus, wireless biography in real time can be met
Data in defeated and a period of time save, can be by the slidingtype deviational survey of multiple automatic lifting inclination measurement devices by data collecting instrument table
The data of instrument acquisition are summarized.
Preferably, the automatic lifting inclination measurement device further include:
The second radio transmission apparatus 9 being connect with the data collecting instrument table 8;
The background devices 11 being connect with second radio transmission apparatus 9.Preferably, after described in mobile phone, PAD, computer etc.
Platform equipment receives from second radio transmission apparatus and reads and save, and automatically forming the longitudinal axis according to the reading is that measurement is deep
Degree, the deviational survey curve that horizontal axis is horizontal displacement value.
Preferably, first radio transmission apparatus 7 is also connect with the motion controller 3;
The background devices 11 are also used to pass sequentially through second radio transmission apparatus 9, data collecting instrument table 8 and first
Radio transmission apparatus 7 issues measuring command to the motion controller 3, and the motion controller is controlled according to the measuring command
The power control system drives sliding inclinometer to carry out elevating movement.Here, being set by the backstage such as mobile phone, PAD, computer
It is standby, measuring command is issued by background control system, measuring command passes through the second radio transmission apparatus, data collecting instrument table and first
The cloud network of radio transmission apparatus composition is sent to the motion controller, and the motion controller is according to the measuring command control
Braking force controller drives sliding inclinometer to carry out elevating movement.
Preferably, as shown in Fig. 2, the power control system 4 includes:
The gear 13 being connect with the motion controller 3;
With the spool 12 of the gear 13 cooperation;
The spiral being wound on the spool.Here, passing through the cooperation of gear and spool, the power control is increased
Storage wire length in system processed, reduces the inner space of the power control system, guarantees that transmission is accurate in small space,
Do not occur the case where stifled line, superfluous line.
Preferably, the background devices 11 are also used to pass sequentially through second radio transmission apparatus 9, data collecting instrument table
8 and first radio transmission apparatus 7 to the motion controller 3 issue measuring command monitoring frequency, the motion controller root
According to the monitoring frequency, the power control system is controlled according to the measuring command every preset time and drives slidingtype deviational survey
Instrument carries out elevating movement, realizes inclination measurement system and acquires, transmits, saves and analyze in real time automatically.
The present invention also provides another automatic lifting tilt measurements, comprising:
Nozzle anchor ear device is fixed on to nozzle above the gaging hole of foundation pit, here, the nozzle anchor ear device is for carrying out
Nozzle is fixed, which is controlled as far as possible in lesser range 30*30cm, and building-site can be suitable for;
The nozzle anchor ear device is connect with motion controller, power control system and the motion controller are connected
It connects, lifting meter counter and sliding inclinometer is connect with the power control system, the motion controller, dynamic Control system
System, lifting meter counter and sliding inclinometer are set in pipe;
The motion controller controls the power control system according to the reading of lifting meter counter and drives slidingtype deviational survey
Instrument carries out elevating movement;
When the motion controller according to lifting meter counter reading control sliding inclinometer arrive measurement position when (generally
Surveyed for the every 0.5M mono- of subsurface), the motion controller stops elevating movement, remain stationary, the sliding inclinometer starts
Reading.Here, combining lifting meter counter, the tensioning of line is realized using pulling force in itself line, can accurately read out retractable cable meter
It is long, it is ensured that the accuracy of depth when deviational survey works.
Preferably, after the sliding inclinometer starts reading, further includes:
First radio transmission apparatus is connect with the sliding inclinometer, data collecting instrument table is wireless with described first
Transmission device is wirelessly connected, and first radio transmission apparatus and data acquisition instrument are set to outside pipe;
After the completion of sliding inclinometer reading, reading is stored in its storage medium and passes through the first radio transmission apparatus
Reading is transferred to data collecting instrument table.Here, fixed multiple automatic liftings above the gaging hole for needing to monitor at the construction field (site)
After the completion of each sliding inclinometer is read, reading is stored in its storage medium and by the first wireless biography for inclination measurement device
Transfer device transfers data to data collecting instrument table, can meet wireless real-time transmission and the data in a period of time save, pass through
Data collecting instrument table can summarize the data that the sliding inclinometer of multiple automatic lifting inclination measurement devices acquires.
Preferably, after the completion of sliding inclinometer reading, reading is stored in its storage medium and passes through first wirelessly
Reading is transferred to after data collecting instrument table by transmission device, further includes:
Second radio transmission apparatus is connect with the data collecting instrument table, by background devices and second wireless transmission
Equipment is wirelessly connected;
Background devices from second radio transmission apparatus receive read and save, and according to it is described reading automatically form it is vertical
Axis be fathom, the deviational survey curve that horizontal axis is horizontal displacement value.
Preferably, the second radio transmission apparatus is connect with the data collecting instrument table, by background devices and described second
After radio transmission apparatus is wirelessly connected, further includes:
First radio transmission apparatus is connect with the motion controller;
The background devices pass sequentially through second radio transmission apparatus, data collecting instrument table and the first wireless transmission and set
Standby to issue measuring command to the motion controller, the motion controller controls the dynamic Control according to the measuring command
System drives sliding inclinometer to carry out elevating movement.Here, by background devices such as mobile phone, PAD, computers, by Background control
System issues measuring command, and measuring command passes through the second radio transmission apparatus, data collecting instrument table and the first radio transmission apparatus
The cloud network of composition is sent to the motion controller, and the motion controller controls dynamic Control system according to the measuring command
It commands dynamic sliding inclinometer and carries out elevating movement.
Preferably, after first radio transmission apparatus being connect with the motion controller, further includes:
The background devices pass sequentially through second radio transmission apparatus, data collecting instrument table and the first wireless transmission and set
The standby monitoring frequency that measuring command is issued to the motion controller, the motion controller according to the monitoring frequency, every
Preset time controls the power control system according to the measuring command and sliding inclinometer is driven to carry out elevating movement, realizes
Inclination measurement system is acquired, transmitted in real time automatically, saving and analysis.
In conclusion the present invention is by being fixed on the nozzle anchor ear device of nozzle above the gaging hole of foundation pit, with the nozzle
The motion controller of anchor ear device connection, the power control system being connect with the motion controller, with the dynamic Control system
The lifting meter counter and sliding inclinometer of system connection, the motion controller are described dynamic according to the reading control of lifting meter counter
Force control system drives sliding inclinometer to carry out elevating movement, solves human task amount weight, consumption in current pit inclinometer work
Duration, data are big by Human disturbance, cannot achieve the problem of 24 hours uninterrupted real-time monitorings.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
Obviously, those skilled in the art can carry out various modification and variations without departing from spirit of the invention to invention
And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it
Interior, then the invention is also intended to include including these modification and variations.
Claims (11)
1. a kind of automatic lifting inclination measurement device characterized by comprising
It is fixed on the nozzle anchor ear device of nozzle above the gaging hole of foundation pit;
The motion controller being connect with the nozzle anchor ear device;
The power control system being connect with the motion controller;
The lifting meter counter and sliding inclinometer connecting with the power control system, the motion controller is according to statoscope
The reading of rice device controls the power control system and sliding inclinometer is driven to carry out elevating movement.
2. automatic lifting inclination measurement device as described in claim 1, which is characterized in that the automatic lifting inclination measurement device also wraps
It includes:
The first radio transmission apparatus being connect with the sliding inclinometer;
The data collecting instrument table being wirelessly connected with first radio transmission apparatus.
3. automatic lifting inclination measurement device as claimed in claim 2, which is characterized in that the automatic lifting inclination measurement device also wraps
It includes:
The second radio transmission apparatus being connect with the data collecting instrument table;
The background devices being wirelessly connected with second radio transmission apparatus, the background devices are set from second wireless transmission
It is standby receive to read simultaneously save, and according to the reading automatically form the longitudinal axis be fathom, the deviational survey that horizontal axis is horizontal displacement value
Curve.
4. automatic lifting inclination measurement device as claimed in claim 3, which is characterized in that first radio transmission apparatus also with institute
State motion controller connection;
The background devices are also used to pass sequentially through second radio transmission apparatus, data collecting instrument table and the first wireless transmission
Equipment issues measuring command to the motion controller, and the motion controller controls the power control according to the measuring command
System processed drives sliding inclinometer to carry out elevating movement.
5. automatic lifting inclination measurement device as claimed in claim 4, which is characterized in that the power control system includes:
The gear being connect with the motion controller;
With the spool of gear cooperation;
The spiral being wound on the spool.
6. automatic lifting inclination measurement device as claimed in claim 4, which is characterized in that the background devices are also used to pass sequentially through
Second radio transmission apparatus, data collecting instrument table and the first radio transmission apparatus issue measurement life to the motion controller
The monitoring frequency of order, the motion controller are controlled every preset time according to the measuring command according to the monitoring frequency
The power control system drives sliding inclinometer to carry out elevating movement.
7. a kind of automatic lifting tilt measurement characterized by comprising
Nozzle anchor ear device is fixed on to nozzle above the gaging hole of foundation pit;
The nozzle anchor ear device is connect with motion controller, power control system is connect with the motion controller, it will
Lifting meter counter and sliding inclinometer are connect with the power control system, the motion controller, power control system, liter
Drop meter counter and sliding inclinometer are set in pipe;
The motion controller according to the reading of lifting meter counter control the power control system drive sliding inclinometer into
Row elevating movement;
When the motion controller controls sliding inclinometer to measurement position according to the reading of lifting meter counter, the movement
Controller stops elevating movement, and the sliding inclinometer starts to read.
8. automatic lifting tilt measurement as claimed in claim 7, which is characterized in that the sliding inclinometer starts to read it
Afterwards, further includes:
First radio transmission apparatus is connect with the sliding inclinometer, by data collecting instrument table and first wireless transmission
Equipment is wirelessly connected, and first radio transmission apparatus and data acquisition instrument are set to outside pipe;
After the completion of sliding inclinometer reading, reading is stored in its storage medium and will be read by the first radio transmission apparatus
Number is transferred to data collecting instrument table.
9. automatic lifting tilt measurement as claimed in claim 8, which is characterized in that, will after the completion of sliding inclinometer reading
After reading stores in its storage medium and reading is transferred to data collecting instrument table by the first radio transmission apparatus, also wrap
It includes:
Second radio transmission apparatus is connect with the data collecting instrument table, by background devices and second radio transmission apparatus
It is wirelessly connected;
Background devices receive from second radio transmission apparatus and read and save, and automatically form the longitudinal axis according to the reading and be
It fathoms, the deviational survey curve that horizontal axis is horizontal displacement value.
10. automatic lifting tilt measurement as claimed in claim 9, which is characterized in that by the second radio transmission apparatus with it is described
Data collecting instrument table connection, after background devices and second radio transmission apparatus are wirelessly connected, further includes:
First radio transmission apparatus is connect with the motion controller;
The background devices pass sequentially through second radio transmission apparatus, data collecting instrument table and the first radio transmission apparatus to
The motion controller issues measuring command, and the motion controller controls the power control system according to the measuring command
Sliding inclinometer is driven to carry out elevating movement.
11. automatic lifting tilt measurement as claimed in claim 10, which is characterized in that by first radio transmission apparatus with
After the motion controller connection, further includes:
The background devices pass sequentially through second radio transmission apparatus, data collecting instrument table and the first radio transmission apparatus to
The motion controller issues the monitoring frequency of measuring command, and the motion controller is according to the monitoring frequency, every default
Time controls the power control system according to the measuring command and sliding inclinometer is driven to carry out elevating movement.
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CN201610918426.4A CN106759532B (en) | 2016-10-21 | 2016-10-21 | Automatic lifting inclination measurement device and method |
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CN201610918426.4A CN106759532B (en) | 2016-10-21 | 2016-10-21 | Automatic lifting inclination measurement device and method |
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CN106759532B true CN106759532B (en) | 2019-03-12 |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1831475A (en) * | 2006-04-13 | 2006-09-13 | 河海大学 | Sliding intelligent inclinometer |
CN1932238A (en) * | 2006-07-17 | 2007-03-21 | 北京航空航天大学 | Full optical fiber digital inclinometer |
CN103195108A (en) * | 2013-03-27 | 2013-07-10 | 上海建工集团股份有限公司 | Inclination measuring system and method |
CN203502017U (en) * | 2013-10-18 | 2014-03-26 | 中国有色金属长沙勘察设计研究院有限公司 | Full-automatic sliding type inclinometry system |
CN204007634U (en) * | 2014-08-27 | 2014-12-10 | 西南交通大学 | Pick-up unit for roadbed vertical pipe degree of tilt |
-
2016
- 2016-10-21 CN CN201610918426.4A patent/CN106759532B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1831475A (en) * | 2006-04-13 | 2006-09-13 | 河海大学 | Sliding intelligent inclinometer |
CN1932238A (en) * | 2006-07-17 | 2007-03-21 | 北京航空航天大学 | Full optical fiber digital inclinometer |
CN103195108A (en) * | 2013-03-27 | 2013-07-10 | 上海建工集团股份有限公司 | Inclination measuring system and method |
CN203502017U (en) * | 2013-10-18 | 2014-03-26 | 中国有色金属长沙勘察设计研究院有限公司 | Full-automatic sliding type inclinometry system |
CN204007634U (en) * | 2014-08-27 | 2014-12-10 | 西南交通大学 | Pick-up unit for roadbed vertical pipe degree of tilt |
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