CN102564389A - Pipe jacking project automatic measurement system and method thereof - Google Patents
Pipe jacking project automatic measurement system and method thereof Download PDFInfo
- Publication number
- CN102564389A CN102564389A CN2010105842370A CN201010584237A CN102564389A CN 102564389 A CN102564389 A CN 102564389A CN 2010105842370 A CN2010105842370 A CN 2010105842370A CN 201010584237 A CN201010584237 A CN 201010584237A CN 102564389 A CN102564389 A CN 102564389A
- Authority
- CN
- China
- Prior art keywords
- measurement
- computer
- automatic
- total powerstation
- robot
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Abstract
The invention relates to a pipe jacking project automatic measurement system and a method thereof. The pipe jacking project automatic measurement system comprises auxiliary observation stations established at the turning positions in the pipe jacking construction. Each auxiliary observation station consists of an automatic leveled base and a measurement robot total station. A data terminal of each measurement robot total station is connected with a data port of a computer by a shielded cable. Measurement data is processed by the computer. Each total station is sequentially controlled by the computer to orderly carry out transfer measurement. According to the invention, measurement robots are adopted to be connected with the programmed computer and the computer commands each measurement robot to carry out automatic tracking measurement according to a program. The system and the method thereof can be used for conveniently and timely measuring actual coordinate values of a tool head in various curve pipe jacking projects.
Description
Technical field
The present invention relates to the measuring system of ability The real time measure tool heads actual working state coordinate in a kind of pipe-jacking project; Especially a kind of pipe diameter that is suitable for is little; Plane curve or vertical curve are complicated, and the set observed object of instrument base station and tool heads is the measuring system in the engineering of intervisibility directly.
Background technology
In the straight line pipe-jacking project was measured, usual way was in the suitable position measurement base station of active well back seat at present, and guaranteed that this position can see the target that is installed in the tool heads head position clearly from start to finish in the engineering overall process.The coordinate figure of tools for measurement head portion, and with the design coordinate figure compare, confirm direction and numerical value that tool heads need be rectified a deviation.But in the curve pipe-jacking project; The instrument base station of active well and the target of tool head can not intervisibilities; Usual way can not directly be measured the definite position of tunneling tool heads, can only in pipeline, set up several auxiliary stations, moves instrument to each satellite station by the station; Repeat above operation, come the coordinate of survey instrument head with traverse method.In the push pipe process; Every pipe joint all is kept in motion rather than stationary state; Move instrument and remeasure the location and need a period of time, and the variation of stress can cause the some position of satellite station to change, and then directly have influence on the deviation of tool heads absolute fix; It is many more to form artificial secondary site, the just big more vicious cycle of the long more error of observation time.
Summary of the invention
The present invention will provide a kind of pipe-jacking project automatic measurement system and method thereof, be used for solving traditional handicraft with artificial resettlement instrument carry out that tracerse survey speed is slow, the technological technical matters of measuring accuracy difference etc.
The technical scheme that technical solution problem of the present invention is adopted: a kind of pipe-jacking project automatic measurement system; Be included in the auxiliary station that the jacking construction corner is set up; Be characterized in: each auxiliary station is made up of self leveling pedestal and robot measurement total powerstation; The data terminal of every robot measurement total powerstation is connected through the data port of shielded cable and computer, and measurement data is handled by computer, and transmits measurement in order by every total powerstation of computer Anshun preface control.
A kind of pipe-jacking project method for automatic measurement, concrete steps are:
1. set up test database
With the coordinate figure and each curve calculation key element input computer program of test route starting point and terminal point and Surveying Control Point, set up database;
2. push pipe total powerstation settlement is connected with computer
Shielded cable is laid to push pipe total powerstation settlement from computer terminal port, every total powerstation all is connected with computer;
3. the tracking target prism carries out automatic process of measurement
4. the full-automatic tracerse survey of robot measurement total powerstation
The result of every robot measurement total station survey is got into the automatic calculating achievement of computer program, the difference of final program display tool heads head actual measurement and design theory.
Beneficial effect of the present invention:
1) sets up high-precision reference point, adopt real-time measurement scheme, can eliminate to greatest extent or weaken multiple error component, thereby improve the precision of measurement result significantly.
2) simplified the meteorological optional equipment of Denging,, created advantage for system realizes full-automatic, highly reliable construction survey under the control of computing machine.
3) robot measurement can be under unattended situation, and the realization remote control is measured by the station automatically, has practiced thrift great amount of manpower.
4) carry out data acquisition, data processing, data analysis, and visual deviation information demonstration etc. in real time.
5) try to achieve the three-dimensional deviation and the current mileage at head center at short notice simultaneously, therefore, can do omnibearing operation and control according to the requirement of design proposal.
6) system maintenance easy, operating cost is low.
The present invention adopts robot measurement to be connected with the computer that is composed of program, and each robot measurement of computer follow procedure commander is carried out automatic tracing and measuring.This method can be measured the actual coordinate value of tool heads easily in time in various curve pipe-jacking projects.
Description of drawings
Fig. 1 is a system construction drawing of the present invention.
Embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is further described.
As shown in Figure 1; Pipe-jacking project automatic measurement system of the present invention; Be included in the auxiliary station that the jacking construction corner is set up, be characterized in: each auxiliary station is made up of self leveling pedestal and total powerstation, and the data terminal of every robot measurement in the auxiliary station is connected through the data port of shielded cable and computer; Measurement data is handled by computer, and transmits measurement in order by every total powerstation of computer Anshun preface control.
Pipe-jacking project method for automatic measurement of the present invention, concrete steps are:
1. with the coordinate figure and each curve calculation key element input computer program of design route starting point and terminal point and Surveying Control Point, set up the newdata storehouse.
2. shielded cable is laid to push pipe total powerstation settlement from computer terminal port, every total powerstation all is connected with computer.Click the file input whole piece pipe-jacking project of " selecting the total powerstation number " and estimate that the platform number of required total powerstation numbers.
3. instrument at first by instrument of survey crew operation, makes it to get into learning state in engineering, finishes the back instrument and can get into duty, and the tracking target prism carries out automatic process of measurement.
4. the result of every apparatus measures gets into the automatic calculating achievement of computer program, and the difference push pipe tool pipe head of final program display tool heads head actual measurement and design theory is intended and adopted the full-automatic polygonmetric method of robot measurement, and the concrete operations main points are following in the down-hole:
Under the situation that the intervisibility ability allows, intend in active well, pipeline curve turnover position is provided with robot measurement, on the active well wall and the tool heads geometric center prism is set, form automatic clasp guideline;
Adopt homemade instrumentation platform, on instrument platform, adopt the self leveling pedestal, the observation prism coaxial with the instrument vertical pivot is set simultaneously, establish the impact point of website while as adjacent survey station;
Through data cable, real-time Transmission instruction, control survey robot begin observation, passback observation data;
Automatically move self-check program before the robot measurement observation, the planarization of detecting instrument, the duty of the vertical pivot of detecting instrument itself, transverse axis, collimation axis guarantees that observed reading is effective;
Through " push pipe automated induction systems " handling procedure, automatic wire measure achievement convert in real time the actual measurement mileage and with the deviate of design axis mileage, instruct jacking construction.
This programme devices needed:
Self leveling pedestal, robot measurement total powerstation, reflecting prism, computer, the shielded cable of " push pipe automated induction systems " program are arranged.
Claims (2)
1. pipe-jacking project automatic measurement system; Be included in the auxiliary station that the jacking construction corner is set up; Its characteristic not in: each auxiliary station is made up of self leveling pedestal and robot measurement total powerstation; The data terminal of every robot measurement total powerstation is connected through the data port of shielded cable and computer, and measurement data is handled by computer, and transmits measurement in order by every total powerstation of computer Anshun preface control.
2. pipe-jacking project method for automatic measurement is characterized in that concrete steps are:
(1) sets up test database
With the coordinate figure and each curve calculation key element input computer program of test route starting point and terminal point and Surveying Control Point, set up database;
(2) push pipe total powerstation settlement is connected with computer
Shielded cable is laid to push pipe total powerstation settlement from computer terminal port, every total powerstation all is connected with computer;
(3) the tracking target prism carries out automatic process of measurement
(4) the full-automatic tracerse survey of robot measurement total powerstation
The result of every robot measurement total station survey is got into the automatic calculating achievement of computer program, the difference of final program display tool heads head actual measurement and design theory.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105842370A CN102564389A (en) | 2010-12-13 | 2010-12-13 | Pipe jacking project automatic measurement system and method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105842370A CN102564389A (en) | 2010-12-13 | 2010-12-13 | Pipe jacking project automatic measurement system and method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102564389A true CN102564389A (en) | 2012-07-11 |
Family
ID=46410453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105842370A Pending CN102564389A (en) | 2010-12-13 | 2010-12-13 | Pipe jacking project automatic measurement system and method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102564389A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102937437A (en) * | 2012-11-21 | 2013-02-20 | 中国铁建重工集团有限公司 | Total station prism group, tube push bench guide system for tunnel construction and guide method of tube push bench guide system |
| CN103256944A (en) * | 2013-05-14 | 2013-08-21 | 中铁上海工程局有限公司 | Atmospheric refraction error eliminating method of pipe jacking automatic measuring and guiding system |
| CN103644900A (en) * | 2013-12-24 | 2014-03-19 | 中铁上海工程局有限公司 | Pipe jacking work well plane connection survey method |
| CN104142145A (en) * | 2014-08-06 | 2014-11-12 | 上海隧道工程有限公司 | Automatic measuring method and device for rectangular large-section jacking pipe |
| CN105628000A (en) * | 2014-11-26 | 2016-06-01 | 中国华冶科工集团有限公司 | Mine shaft coordinate transmitting and measuring method |
| CN106123776A (en) * | 2016-07-08 | 2016-11-16 | 上海市政建设有限公司 | System and measuring method are measured in a kind of push pipe intelligence jacking |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5846027A (en) * | 1996-02-22 | 1998-12-08 | Toyo Technos Co., Ltd. | Semi-shield method and apparatus for the same |
| CN1361372A (en) * | 2000-12-25 | 2002-07-31 | 北京五维地下工程有限责任公司 | Control method of long-distance steel pipe push-in error |
| CN2795599Y (en) * | 2005-04-19 | 2006-07-12 | 天津第六市政公路工程有限公司 | Automatic mud and water discharging pipe-jacking tunneller |
-
2010
- 2010-12-13 CN CN2010105842370A patent/CN102564389A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5846027A (en) * | 1996-02-22 | 1998-12-08 | Toyo Technos Co., Ltd. | Semi-shield method and apparatus for the same |
| CN1361372A (en) * | 2000-12-25 | 2002-07-31 | 北京五维地下工程有限责任公司 | Control method of long-distance steel pipe push-in error |
| CN2795599Y (en) * | 2005-04-19 | 2006-07-12 | 天津第六市政公路工程有限公司 | Automatic mud and water discharging pipe-jacking tunneller |
Non-Patent Citations (1)
| Title |
|---|
| 潘国荣等: "汕头市过海顶管自动测量系统的研究与实现", 《武汉大学学报》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102937437A (en) * | 2012-11-21 | 2013-02-20 | 中国铁建重工集团有限公司 | Total station prism group, tube push bench guide system for tunnel construction and guide method of tube push bench guide system |
| CN103256944A (en) * | 2013-05-14 | 2013-08-21 | 中铁上海工程局有限公司 | Atmospheric refraction error eliminating method of pipe jacking automatic measuring and guiding system |
| CN103256944B (en) * | 2013-05-14 | 2015-12-02 | 中铁上海工程局集团有限公司 | A kind of push pipe measures guidance system Atmosphere Refraction error cancelling method automatically |
| CN103644900A (en) * | 2013-12-24 | 2014-03-19 | 中铁上海工程局有限公司 | Pipe jacking work well plane connection survey method |
| CN103644900B (en) * | 2013-12-24 | 2016-05-18 | 中铁上海工程局集团有限公司 | A kind of upper pipe working well plane connection survey |
| CN104142145A (en) * | 2014-08-06 | 2014-11-12 | 上海隧道工程有限公司 | Automatic measuring method and device for rectangular large-section jacking pipe |
| CN105628000A (en) * | 2014-11-26 | 2016-06-01 | 中国华冶科工集团有限公司 | Mine shaft coordinate transmitting and measuring method |
| CN106123776A (en) * | 2016-07-08 | 2016-11-16 | 上海市政建设有限公司 | System and measuring method are measured in a kind of push pipe intelligence jacking |
| CN106123776B (en) * | 2016-07-08 | 2019-03-01 | 上海市政建设有限公司 | A kind of push pipe intelligence jacking measuring system and measurement method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102564389A (en) | Pipe jacking project automatic measurement system and method thereof | |
| CN104499714B (en) | Hydromechanical installer engineering construction method based on BIM platforms and robot measurement | |
| CN110411364B (en) | Method for monitoring deformation of construction external scaffold | |
| WO2020147190A1 (en) | Surveying robot-based bridge launching automatic monitoring method | |
| CN102637463A (en) | Method for installing main loop system in nuclear island of nuclear power plant | |
| CN111429575B (en) | Three-dimensional visual monitoring method, system, equipment and storage medium | |
| CN202834381U (en) | Three-dimensional hyperbolic curve steel pushing pipe rectifying device | |
| CN112884647A (en) | Embedded part construction positioning method based on BIM point cloud technology guidance | |
| CN100462884C (en) | Crawling intelligent controller in submarine pipeline | |
| CN102680942A (en) | Blast furnace frame measuring positioning method based on total station | |
| CN102306226A (en) | Method and usage for locating installation component by utilizing cartographic software matched with total station | |
| CN105648860A (en) | Measurement and adjustment system and method for track board for urban track traffic | |
| CN108225286B (en) | Pose estimation method for mobile station vehicle-mounted total station | |
| CN112824828B (en) | Laser tracker station position determination method and system, electronic device and medium | |
| CN110940271A (en) | Method for detecting, monitoring and intelligently carrying and installing large-scale industrial manufacturing of ships and the like based on space three-dimensional measurement and control network | |
| CN113374282B (en) | Method for controlling embedded bolt by adopting assumed coordinate system | |
| CN103600353A (en) | Material edge detecting method of tooling | |
| CN206740084U (en) | Ductile iron pipe socket size automatic detection | |
| CN103982171A (en) | Method for monitoring and controlling the elevation of the bottom plane of a borehole and monitoring device | |
| CN101387507A (en) | Positioning method for laneway measurement by using AutoCAD aided design software | |
| CN106681273A (en) | Automatic compensation method of probe measuring value of numerical control equipment | |
| CN103697844A (en) | Oil and gas pipeline center line coordinate correcting method based on internal inspection | |
| CN203704860U (en) | Measuring tool applied to boat pipe system flange center position | |
| CN105606080B (en) | A kind of ultra-large type combination shaped steel box steel column, steel plate shear force wall size detecting method | |
| CN111121771B (en) | Positioning method and device based on inertial navigation device and encoder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120711 |