CN205532581U - Open caisson location automatic measuring device - Google Patents
Open caisson location automatic measuring device Download PDFInfo
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- CN205532581U CN205532581U CN201620094930.2U CN201620094930U CN205532581U CN 205532581 U CN205532581 U CN 205532581U CN 201620094930 U CN201620094930 U CN 201620094930U CN 205532581 U CN205532581 U CN 205532581U
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- open caisson
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- measuring unit
- dipmeter
- operated measuring
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Abstract
The utility model discloses an open caisson location automatic measuring device relates to municipal open caisson constructional survey field. The utility model discloses a two total powerstations are installed respectively on the observation pier of two known engineering coordinates, install dipmeter on the lateral wall of open caisson for one for survey open caisson sink to the marcing gesture angle of in -process, three distribution is at open caisson top target prism to measure its relative position in the open caisson coordinate system in advance, a portable computer and be used for data transmission's wireless communication module. The computer is as control center, utilizes wireless communication module to total powerstation and dipmeter send instruction and automatic acquisition data, then according to space coordinate conversion model, tries to achieve the conversion parameter between open caisson coordinate system and the engineering coordinate system to extrapolate the open caisson center and reserve hole central plan position and elevation, through the comparison with designing position and settling amount, instruct the open caisson construction to sink in real time.
Description
Technical field
The utility model relates to open caisson construction field of measuring technique, and position automatic measuring dress determined by specifically a kind of open caisson
Put.
Background technology
During Municipal Engineering Construction, open caisson is widely used in plumbing pumping plant, water factory pond, bridge pier, erects
Well etc..Due to reasons such as caisson structure scale is big, work area soil layer complexity, successively concatenation construction, open caisson is sinking
Work progress often produces inclination, reverse, the super problem such as heavy, have a strong impact on construction quality and periphery built
Structures safety, therefore, must be monitored the position of open caisson and attitude in work progress at open caisson, with
Ensure that open caisson is safe and accurate, sink to design attitude rapidly.
The location of open caisson is measured and is mainly included well body perpendicularity and the measurement of sinking absolute altitude.Squareness measurement is mainly
Controlling well body sinking attitude, prevent inclination and skew, the method for monitoring is more, common are the most several:
(1) collimation method during theodolite is directly observed: mark cross middle line in length and breadth on the borehole wall, theodolite is erected at
In middle line traffic control stake, directly observe center line.This method is simple, and low cost is most widely used；
(2) utilize spirit level to measure well body angle point or middle line endpoints elevation, extrapolate angle of inclination；
(3) vertical line ball: mark out center line in the borehole wall, plumb bob is hung over position of center line, utilize steel ruler
Measure plumb bob side-play amount, thus calculate its gradient.
The measurement of sinking absolute altitude mainly controls well body deflection.General employing spirit level measures, datum mark
Often it is embedded in outside 3 times of scopes of well body submergence depth, not by the stability region of construction infection, and sets on well body
Put monitoring point.
Above-mentioned general measure means and methods is relatively easy, with low cost, mainly by manually carrying out according to project progress
Measure in real time, be generally used for small middle-size and small-size open caisson location and measure., construction complicated for construction environment
Required precision is higher and the special sinking well engineering that has reserving hole to position, and conventional means is difficult to meet construction need
Ask, and have that workload is big, information is few, automaticity is low, multi-department information shares the shortcoming of difficulty,
Be difficult in adapt to authorities, construction department, management department tripartite cooperate the construction mechanism of mutually supervision jointly.
At present, a lot of large-scale well-sinking operations are driven by efficiency of construction, are also progressively attempting automatic measurement means,
More ripe automation based on the GPS differential position location that has is measured, and utilizes photogrammetric technology
Overall process displacement monitoring.But the former needs four GPS accurate placement on open caisson axis, and this is to construction ring
Border has higher requirement, and can not block gps signal in work progress, and additionally GPS is relatively costly,
During well sinking the most impaired；For photogrammetric technology, it equally exists construction environment and wants
Seek the shortcomings such as height, data volume is big, system maintenance is difficult.
Summary of the invention
In order to overcome the shortcoming of above-mentioned prior art, the utility model provides a kind of open caisson to determine position automatic measuring dress
Putting, well sinking process is carried out auto-real-time monitoring, draw well body perpendicularity deviation and deflection, guidance is executed
The timely Adjusted Option in work side, it is ensured that open caisson accurately sinks to design attitude；Meanwhile, automatic in information sharing platform
Generate well sinking change curve and open caisson the center displacement change curve, allow project participate in each side more directly perceived and
Dynamically understand construction speed and achievements in construction.
The utility model realizes with following technical scheme: a kind of open caisson location self-operated measuring unit, including two
Platform for gathering the total powerstation of open caisson position, one for gathering the dipmeter of open caisson attitude, multiple and open caisson phase
To the fixing target prism in position, rearscope for total powerstation orientation, a set of wireless communication module,
And a computer being positioned at control centre；Described wireless communication module includes a main website and three points
Standing, one of them substation is connected by Serial Port Line and dipmeter, and two other substation is by Serial Port Line respectively and entirely
Instrument of standing connects, and the data of collection are wirelessly transmitted to main website by three substations, and main website is connected with control centre computer；
Rearscope and total powerstation are arranged on the fixing point position of known coordinate, after rearscope meets two total powerstations
Depending on requiring.
Preferably, two described total powerstations all use and come card TM30 high precision total station, are separately mounted to two
On the observation pier of individual known coordinate, two observation piers should lay respectively at the both sides that open caisson construction is on-the-spot；It is arranged on
The total powerstation in face can observe rearscope and need the target prism measured.
Preferably, two described observation piers are embedded in the region beyond the on-the-spot three times of settling heights of distance construction,
And displacement and sedimentation will not be produced during well sinking.
Preferably, described dipmeter uses two-axis inclinometer, is arranged on the position that open caisson inwall is top.
Preferably, described two-axis inclinometer uses NA4200 high-precision tilt angle sensor.
Preferably, installing three target prisms at open caisson top, three target prism centers are not in same level
On height and be uniformly distributed.
Preferably, described target prism uses and comes the little prism of card or 360 ° of little prisms.
Preferably, main website is connected with computer by RS232 Serial Port Line, two total powerstations and a dipmeter
Connect each via RS232 or RS485 communication Serial Port Line and slave station.
Preferably, described control centre's computer uses the portable computer with serial ports, or has string
The mouth individual palm PC of translation function, Android system mobile phone.
Preferably, described open caisson can be sinking of producing once, it is also possible to be that merogenesis makes, not by cutting
Face form, making material, the impact of construction method.
The beneficial effects of the utility model are: this open caisson location self-operated measuring unit is by utilizing two total powerstations pair
Three target prisms measure, it is ensured that measure the spatial attitude that can obtain open caisson every time；By inclination
The observation data of instrument, are corrected the attitude angle of open caisson, improve positioning precision, computer conduct further
Control centre, utilizes wireless communication module to send instruction automatic data collection to total powerstation and dipmeter, then
According to space coordinate conversion model, try to achieve the conversion parameter between open caisson coordinate system and engineering coordinate system, thus push away
Calculate open caisson center and the plan-position at reserving hole center and elevation, by with design subsidence position and sedimentation
The comparison of amount, real-time dynamic knowledge well sinking positioning scenarios, instructs open caisson construction to sink, it is not necessary to be equipped with specialty
Personnel carry out in-site measurement.It addition, open caisson construction is on-the-spot only need to install prism and dipmeter, installation process is relative
Simply, the highest to environmental requirement, and when open caisson merogenesis sinks, can quickly realize the peace of prism and dipmeter
Tearing open, even if damaging the said equipment in work progress, its economic loss is the least, is substantially reduced cost
Risk.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation；
In figure: 1, total powerstation, 2, dipmeter, 3, target prism, 4, rearscope, 5, substation, 6,
Main website, 7, computer, 8, observation pier, 9, open caisson.
Detailed description of the invention
With specific embodiment, the utility model is described in detail below in conjunction with the accompanying drawings
As it is shown in figure 1, a kind of open caisson location self-operated measuring unit has two for the full station gathering open caisson 9 position
1, one, instrument is for gathering 2, three target prisms 3 for attitude algorithm of dipmeter of open caisson attitude angle
And a rearscope 4；A set of wireless communication module group comprising three substations 5 and a main website 6, with
And a computer 7 being positioned at control centre；Wherein dipmeter 2 uses two-axis inclinometer.
Two total powerstations 1 all use and come card TM30 high precision total station, use electroceramics actuation techniques with special-shaped
Parabolic mirror surface transmission technology, has motor driving and target sights function automatically, it is ensured that even if at High Rotation Speed shape
Under state, it still is able to ensure that measurement reaches optimum precision, thus ensures that attitude algorithm data efficient is reliable.Neglecting
Target visual range, accurate lock onto target is reduced during the multiple prism in field.Possesses the automatic tracking performance of excellence, more
High actuating speed 180 °s/sec, peak acceleration 360 °s/sec.Angle measurement accuracy 0.5 ", range accuracy
0.6mm+1ppm。
For installing the observation pier 8 of total powerstation, the coordinate at its center is known.Two observation piers 8 should be buried underground
Region beyond the on-the-spot three times of settling heights of distance construction, and displacement will not be produced during well sinking and sink
Fall；Two observation piers should lay respectively at the both sides that open caisson construction is on-the-spot, it is ensured that the total powerstation being mounted above can
Observe rearscope and need the target prism measured；In the case of conditions permit, can be arranged on and around build
Build the roof of thing.
Total powerstation 2 before the start of the measurement, should be specified according to site environment and need the target prism of observation, and root
Measure searching functions target prism according to following the trail of, once the most accurately measure after lock onto target, and to work as pre-test
Calculated by coordinate go out next time tracking direction, until well sinking is to precalculated position.When open caisson occur bigger skew,
Tilting or prominent heavy, total powerstation when anticipated tracking direction cannot find target prism, then progressively expands search automatically
Scope, till finding target.In view of well sinking speed typically relatively slowly, when total powerstation is in observation
Between interval less than 10 minutes every time in the case of, do not have the situation with losing target；It addition, if there is
When one target prism is blocked or other situations cannot observe, control centre can also be according to known two ribs
Mirror coordinate and tilt meter data calculate the theoretical coordinate of the 3rd target, thus ensure measurement next time, total powerstation
May search for this target.
Two-axis inclinometer uses NA4200 high-precision tilt angle sensor, and it uses cross-compound arrangement, can adopt simultaneously
The collection open caisson longitudinal axis and the angle of inclination of transverse axis both direction, have measurement wide ranges (± 5 °～± 180 °),
Precision high (0.05 °), simple in construction, the features such as reliability is high, and stable performance, antijamming capability are strong；
Two kinds of signals of RS232 and RS485, corresponding time 0.2S, supply voltage 9-30V can be exported, can pass through
Compact power carries out continued power；There is good anti-electromagnetic interference capability, vibration and shock resistant performance, good
Reliability and stability, low noise, without time drift, meet especially open caisson vibration-sunk construction.
After dipmeter installs, also reply dipmeter carries out original state demarcation, will fix dipmeter
Current vertical and horizontal angle zero setting.Dipmeter can not also be carried out initial alignment, but to write down the most in length and breadth
The reading α ' and β ' of axle, is passed in system as known parameters, as inclination angle constant in length and breadth.Well sinking mistake
Instantaneous angular Δ α=α-α ' in journey, Δ β=β-β ', wherein, α and β is the instantaneous reading of dipmeter
Number.
Target prism 3 uses and comes the little prism of card or 360 ° of little prisms.Three target prisms are by prefabricated rigidity
Components welding is at immersed tube top, and the setting height(from bottom) difference of three prisms is not less than 20cm.Confirm prism installation
And after fixing, its relative position in open caisson coordinate system should be measured in time.In work progress, avoid executing as far as possible
Work machinery blocks prism for a long time, when using underwater excavation to sink, should also be avoided mud and splashes on prism camera lens.
It addition, should also be avoided the impact that prism is caused relative to position by work progress, otherwise answer suspension of works, again survey
The relative position of amount prism.
Open caisson can be sinking of producing once, it is also possible to be that merogenesis makes, and not by section form, makes material
Material, the impact of construction method.Open caisson when carrying out merogenesis and making, then needs weight before every secondary segment sinks to starting
Newly installed prism and dipmeter, and remeasure three target prisms coordinate under open caisson coordinate system, and obtain
Take the initial reading of dipmeter, the most again specify the tracking orientation of target prism for total powerstation.
Rearscope 4 should be arranged on the known coordinate that position is fixing equally, and choosing of its position should be able to meet two
Platform total powerstation all can carry out orientation by backsight, and the distance of two total powerstations of rearscope distance should be not less than
250m。
Communication module uses the wireless data sending mode of point to multi--point, and wherein main website passes through RS232 Serial Port Line and meter
Calculation machine connects, and two total powerstations and a dipmeter are each via RS232 or RS485 communication Serial Port Line and slave station
Connect, the most i.e. form a main website and the wireless communication networks of three substations.Owing to this network communication channel is half pair
Work, communication is coordinated completely by main website control, and main website uses the Frame of band address code to send data or order,
Substation all accepts, and according to the comparison of address code, Response to selection.Each substation volume is little, low in energy consumption,
Stability and reliability are high, can conveniently provide the user two-way data signal transmission, detect and control.
Computer 7 can be the portable computer with serial ports, it is also possible to have serial ports translation function
Individual's palm PC or Android system mobile phone.Computer is connected with main website by Serial Port Line, and this Serial Port Line can be straight
The physical serial interface connect from computer picks out, it is also possible to be converted into by USB interface by serial ports virtual software
RS232 serial ports, to meet and the connection of main website.Control centre is in addition to responsible Remote gathers data, also
There is the function to generating date, position automatic Survey Software by built-in open caisson, adopt according to total powerstation
The position data of collection and the attitude data of dipmeter collection carry out Combined Calculation, calculate wink during well sinking
Time position deviation, dip deviation and settling amount, thus guiding construction side adjust arrangement and method for construction, it is ensured that open caisson
Center and reserved opening sink to precalculated position.It addition, open caisson can also be sunk by control centre by internet
Fall amount change curve and the center displacement change curve are sent to information sharing platform the most in real time, allow
The all participants of project more intuitively, dynamically understand open caisson construction process.
Claims (9)
1. open caisson location self-operated measuring unit, it is characterised in that: include two for gathering the total powerstation of open caisson position, one for gathering the dipmeter of open caisson attitude, multiple target prism fixing relative to position with open caisson, rearscope, a set of wireless communication module and the computer being positioned at control centre for total powerstation orientation；Described wireless communication module includes a main website and three substations, and one of them substation is connected with dipmeter, and two other substation connects with total powerstation respectively, and the data of collection are wirelessly transmitted to main website by three substations, and main website is connected with control centre computer；Rearscope and total powerstation are arranged on the fixing point position of known coordinate, and rearscope meets the backsight requirement of two total powerstations.
A kind of open caisson location the most according to claim 1 self-operated measuring unit, it is characterized in that: two described total powerstations all use and come card TM30 high precision total station, being separately mounted on the observation pier of two known coordinates, two observation piers should lay respectively at the both sides that open caisson construction is on-the-spot；The total powerstation being mounted above can observe rearscope and need the target prism measured.
A kind of open caisson location the most according to claim 2 self-operated measuring unit, it is characterised in that: two described observation piers are embedded in the region beyond the on-the-spot three times of settling heights of distance construction.
A kind of open caisson location the most according to claim 1 self-operated measuring unit, it is characterised in that: described dipmeter uses two-axis inclinometer, is arranged on the position that open caisson inwall is top.
A kind of open caisson location the most according to claim 4 self-operated measuring unit, it is characterised in that: described two-axis inclinometer uses NA4200 high-precision tilt angle sensor.
A kind of open caisson location the most according to claim 1 self-operated measuring unit, it is characterised in that: install three target prisms at open caisson top, three target prism centers and are uniformly distributed not on same level height.
7. position self-operated measuring unit according to a kind of open caisson described in claim 1 or 6, it is characterised in that: described target prism uses and comes the little prism of card or 360 ° of little prisms.
A kind of open caisson location the most according to claim 1 self-operated measuring unit, it is characterised in that: main website is connected with computer by RS232 Serial Port Line, and two total powerstations and a dipmeter connect each via RS232 or RS485 communication Serial Port Line and slave station.
A kind of open caisson location the most according to claim 8 self-operated measuring unit, it is characterised in that: described control centre's computer uses the portable computer with serial ports, or has the individual palm PC of serial ports translation function, Android system mobile phone.
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| CN201620094930.2U CN205532581U (en) | 2016-01-29 | 2016-01-29 | Open caisson location automatic measuring device |
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| CN201620094930.2U CN205532581U (en) | 2016-01-29 | 2016-01-29 | Open caisson location automatic measuring device |
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| CN107574844A (en) * | 2017-08-31 | 2018-01-12 | 中交航局第二工程有限公司 | A kind of posture TT＆C system and method for the installation of immersed tube tunnel final joint |
| CN108222944A (en) * | 2018-02-28 | 2018-06-29 | 武汉理工大学 | A kind of improved drop shaft sinking driving shaft construction method |
| CN109000625A (en) * | 2018-05-24 | 2018-12-14 | 上海市基础工程集团有限公司 | For circular open caisson sinking posture automatic measurement system and method |
| CN110132157A (en) * | 2019-05-30 | 2019-08-16 | 华中科技大学 | A kind of metro safety distal end automatic monitoring and analysis system and method |
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| CN112162264A (en) * | 2020-09-28 | 2021-01-01 | 宁波市测绘和遥感技术研究院 | Sonar measurement support for open caisson and measurement method |
| CN112411530A (en) * | 2020-11-23 | 2021-02-26 | 中国建筑第五工程局有限公司 | Construction method for controlling verticality of sea-filling stratum casing secant pile |
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| CN113981981A (en) * | 2021-10-25 | 2022-01-28 | 中铁工程装备集团有限公司 | Open caisson heading machine guide system based on laser guide |
| CN113982011A (en) * | 2021-10-25 | 2022-01-28 | 中铁工程装备集团有限公司 | Open caisson heading machine guiding system and method based on static inclinometer |
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| CN114993273A (en) * | 2022-05-19 | 2022-09-02 | 中铁隆工程集团有限公司 | Engineering device terminal identification, tracking and positioning method, system and application |
| CN115388867A (en) * | 2022-10-28 | 2022-11-25 | 天津港航工程有限公司 | Method for observing and broadcasting sinking attitude of open caisson in real time |
| CN116623677A (en) * | 2023-07-21 | 2023-08-22 | 中交第一航务工程局有限公司 | System and method for controlling sinking positioning precision of underwater and in-mud steel cylinder |
| CN117073765A (en) * | 2023-10-07 | 2023-11-17 | 中铁四局集团第二工程有限公司 | Intelligent construction auxiliary decision-making system and auxiliary decision-making method for open caisson floating and sinking installation |
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| CN108222944A (en) * | 2018-02-28 | 2018-06-29 | 武汉理工大学 | A kind of improved drop shaft sinking driving shaft construction method |
| CN109000625A (en) * | 2018-05-24 | 2018-12-14 | 上海市基础工程集团有限公司 | For circular open caisson sinking posture automatic measurement system and method |
| CN110132157A (en) * | 2019-05-30 | 2019-08-16 | 华中科技大学 | A kind of metro safety distal end automatic monitoring and analysis system and method |
| CN110700261A (en) * | 2019-10-21 | 2020-01-17 | 中交第三航务工程局有限公司 | Verticality control system for steel pipe pile sinking |
| CN112162264A (en) * | 2020-09-28 | 2021-01-01 | 宁波市测绘和遥感技术研究院 | Sonar measurement support for open caisson and measurement method |
| CN112411530A (en) * | 2020-11-23 | 2021-02-26 | 中国建筑第五工程局有限公司 | Construction method for controlling verticality of sea-filling stratum casing secant pile |
| CN113446954A (en) * | 2021-06-25 | 2021-09-28 | 中铁工程装备集团技术服务有限公司 | Automatic deformation monitoring system suitable for shaft shield constructs |
| CN113686328A (en) * | 2021-09-13 | 2021-11-23 | 上海市机械施工集团有限公司 | Device and method for controlling component to lift spatial attitude |
| CN113981981A (en) * | 2021-10-25 | 2022-01-28 | 中铁工程装备集团有限公司 | Open caisson heading machine guide system based on laser guide |
| CN113982011A (en) * | 2021-10-25 | 2022-01-28 | 中铁工程装备集团有限公司 | Open caisson heading machine guiding system and method based on static inclinometer |
| CN114199225A (en) * | 2021-11-04 | 2022-03-18 | 中国煤炭科工集团太原研究院有限公司 | Mine positioning robot and positioning method |
| CN114993273A (en) * | 2022-05-19 | 2022-09-02 | 中铁隆工程集团有限公司 | Engineering device terminal identification, tracking and positioning method, system and application |
| CN115388867A (en) * | 2022-10-28 | 2022-11-25 | 天津港航工程有限公司 | Method for observing and broadcasting sinking attitude of open caisson in real time |
| CN116623677A (en) * | 2023-07-21 | 2023-08-22 | 中交第一航务工程局有限公司 | System and method for controlling sinking positioning precision of underwater and in-mud steel cylinder |
| CN116623677B (en) * | 2023-07-21 | 2023-10-10 | 中交第一航务工程局有限公司 | System and method for controlling sinking positioning precision of underwater and in-mud steel cylinder |
| CN117073765A (en) * | 2023-10-07 | 2023-11-17 | 中铁四局集团第二工程有限公司 | Intelligent construction auxiliary decision-making system and auxiliary decision-making method for open caisson floating and sinking installation |
| CN117073765B (en) * | 2023-10-07 | 2024-03-15 | 中铁四局集团有限公司 | Intelligent construction auxiliary decision-making system and auxiliary decision-making method for open caisson floating and sinking installation |
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