CN1912561A - Telescope all-weather self-calibrating deflection/displacement measuring device and method - Google Patents
Telescope all-weather self-calibrating deflection/displacement measuring device and method Download PDFInfo
- Publication number
- CN1912561A CN1912561A CN 200610095085 CN200610095085A CN1912561A CN 1912561 A CN1912561 A CN 1912561A CN 200610095085 CN200610095085 CN 200610095085 CN 200610095085 A CN200610095085 A CN 200610095085A CN 1912561 A CN1912561 A CN 1912561A
- Authority
- CN
- China
- Prior art keywords
- target
- displacement
- picture pick
- well
- word
- 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.)
- Granted
Links
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims description 12
- 238000005259 measurement Methods 0.000 claims description 16
- 239000012528 membrane Substances 0.000 claims description 6
- 238000010586 diagram Methods 0.000 claims description 5
- 230000008676 import Effects 0.000 claims description 5
- 238000004458 analytical method Methods 0.000 claims description 3
- 230000007774 longterm Effects 0.000 claims description 3
- 238000007639 printing Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000001514 detection method Methods 0.000 description 3
- 238000012544 monitoring process Methods 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000013016 damping Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000012806 monitoring device Methods 0.000 description 1
- 230000005622 photoelectricity Effects 0.000 description 1
Images
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
A self-calibration device of deflection / displacement in telescopic and all- weather type front end of camera shooting equipment and connecting it to computer through interface, using light box with patterned lines being scaled accurately as target, applying black being not lightened as basic color of light box and applying white being lightened as patterned lines, using diffuse reflection water proof film as surface of target and setting scattered light source being controlled by light controller in light box.
Description
Technical field
The present invention relates to be used to detect and monitor deflection of bridge span, land subsidence, landslide, building sinking or mobile displacement and amount of deflection detection and monitoring device and method, amount of deflection and displacement measuring device and the method for especially utilizing telescopic system and image method to carry out.
Background technology
Detect deflection of bridge span and displacement modern road and bridge health detection and monitoring in play an important role.In the prior art, be used to detect and monitor the apparatus and method that deflection of bridge span, massif move and mostly can not carry out all must carrying out loaded down with trivial details artificial demarcation before each the measurement from demarcating.As Chinese patent 200510020324.2 disclosed a kind of " demarcating own coding imaging method multiple spot dynamic deflection/displacement measuring device certainly ", though have self calibrating function, but when carrying out the deflection/displacement measurement, because measurement range is very wide, measuring accuracy can be very low, high-precision requirement can't be satisfied, and low light environment can only be worked in.And for example method also can detect deflection of bridge span photoelectricity liquid communicating pipe, but its temperature influence is very big, and can not realize round-the-clock measurement.Disclosed 200510020375.5 " two dimensions; large range laser amount of deflection/displacement measurement method and device " of Chinese patent for another example, making the laser beam level of the tested locations of structures of reflection be mapped to hot spot by control controllable damping hinge arrangement receives on the measurement mechanism, form hot spot, through picture pick-up device to hot spot be marked as picture, calculate the relative distance of the centre of gravity place and the light emitting diode picture of laser facula again, obtain the coordinate of present hot spot, coordinate is deducted initial value, promptly obtain the shift value of present hot spot, draw by the two-dimension displacement of geodesic structure, the laser beam of this device can only level be mapped on the hot spot reception measurement mechanism, therefore generating laser and hot spot reception measurement mechanism must be on the same horizontal line, can't use for the place that the inclination angle is arranged, that installs and use is limited in scope, even on surface level, install, require the complete level of laser beam to be mapped to hot spot and receive the debugging of measurement mechanism and operate also very difficult.
As mentioned above, existing displacement/deflection detection and device for monitoring or usable range are limited, perhaps precision is not enough, perhaps can not finish all weather operations, seriously restrict it and detecting and monitoring deflection of bridge span, land subsidence, massif move, building sink and the real promotion and application of aspect such as mobile.
Summary of the invention
At the prior art above shortcomings, the object of the present invention is to provide a kind ofly have self calibrating function, usable range is wide, precision is high, and can detect and monitor telescope all-weather self-calibrating deflection/displacement measurement mechanism and methods such as bridge, ground, massif, building for a long time, at a distance.
The object of the present invention is achieved like this: the telescope all-weather self-calibrating deflection/displacement measurement mechanism comprises target, the receiving processor that is made of picture pick-up device and computing machine; The front end that it is characterized in that picture pick-up device is provided with telescopic system, and is connected with computing machine by interface; Target is the lamp box that posts " well " word of exact scale, and the lamp box background color is a black and not shinny, and " well " word line is white and printing opacity; The target surface is the diffuse reflection waterproof membrane; Be provided with scattering light source in the lamp box, control by the light controller.
The measuring method of described device comprises the steps:
1) " well " word target vertically is installed on tested point, and makes " well " word waterproof membrane one side over against telescopic system; 2) picture pick-up device and telescopic system are located at fixed place, make the target of telescopic system over against measuring point, open the light controller switches on the target, scattering light source is adjusted light automatically; 3) enlargement ratio of adjustment telescopic system makes the measuring point target form the suitable image of size on picture pick-up device; 4) when tested point is subjected to displacement, same displacement takes place in target, corresponding the changing of image that picture pick-up device forms, and import picture signal into computer by computer interface; Computer carries out computing to the position of each image after the picture signal that collects is carried out pre-service, and compares with predefined null displacement point, calculates the pixel displacement size of tested point relative zero, then according to the ratio of demarcation A
1And A
2Calculating actual displacement size is also stored; According to the data of storage, detect sense of displacement, size and the vibration situation of tested point, draw analysis diagram easily, the long-term tendency of the displacement of drawing.
Compared to existing technology, the present invention has following advantage:
1, pass through to adjust the displacement measurement of the enlargement ratio realization of telescopic system to the different distance tested point, target is the lamp box that posts " well " word of exact scale; If when measuring point " well " word target front is not vertical fully with picture pick-up device, can not produce extra error, have the high characteristics of precision;
2, the scattering light source of target can be adjusted light automatically by the control of light controller, carries out all weather operations;
3, picture pick-up device picked-up measuring point " well " word target image and import computing machine into, computing machine is according to importing two vertical lines in the image calculation image and the pixel distance L between two horizontal lines into
1And L
2, according to the actual range D between two vertical lines on measuring point " well " the word target and two horizontal lines
1And D
2, calculate A
1=L
1/ D
1, A
2=L
2/ D
2, finish from demarcating; Do not need loaded down with trivial details artificial demarcation.
4, have the characteristics simple, easy to use of installing.
The invention will be further described below in conjunction with the drawings and specific embodiments.
Description of drawings
Fig. 1 is that displacement/deflection measurement mechanism of the present invention is measured the synoptic diagram of installing;
Fig. 2 is the structural representation of measuring point of the present invention " well " word target;
Fig. 3 is measuring point " well " word target front schematic view;
Fig. 4 is that measuring point " well " word target moves the back synoptic diagram.
Embodiment
As shown in Figure 1, telescope all-weather self-calibrating deflection/displacement measurement mechanism, the receiving processor that comprises target 1, constitutes by picture pick-up device 2 and computing machine 3; Picture pick-up device 2 is connected with computing machine 3 by interface, and the front end of picture pick-up device 2 also is provided with telescopic system 4.Target 1 is located at tested point, vertically lays and over against telescopic system 4; Realize displacement measurement by the enlargement ratio of adjusting telescopic system to the different distance tested point.Referring to Fig. 2, target 1 is the lamp box that posts " well " word of exact scale, and the lamp box background color is a black and not shinny, and " well " word line is white and printing opacity; The surface of target 1 is the diffuse reflection waterproof membrane; Be provided with scattering light source 5 in the lamp box, by 6 controls of light controller.Measuring point when daytime is bright and clear " well " word target inscattering light source is not luminous, and measuring point " well " word target inscattering light source 5 is luminous when the light deepening, guarantees that picture pick-up device absorbs the second best in quality image.Referring to Fig. 3, target 1 is for posting " well " word of exact scale, and white line well word is vertical, horizontal spacing is respectively D
1And D
2
Referring to Fig. 1, measuring method of the present invention comprises the steps: at first, and " well " word target 1 vertically is installed on tested point, and waterproof membrane one side that makes " well " word target 1 is over against telescopic system 4; Picture pick-up device 2 and telescopic system 4 are located at fixing and firm motionless place, make telescopic system 4 over against measuring point " well " word target 1, open the light controller 6 on " well " word target, scattering light source 5 is adjusted light automatically; Adjust the enlargement ratio of telescopic system 4, make measuring point " well " word target 1 on picture pick-up device 4, form the suitable image of size; The operating measurement program is demarcated automatically.Referring to Fig. 4, wherein white well word line is with reference to the null displacement state, and when tested point was subjected to displacement, same displacement took place " well " word target 1, and dotted line is the state after being subjected to displacement among the figure.Corresponding the changing of image that picture pick-up device 4 forms, and import picture signal into computer by computer interface.Computer carries out computing to the position of each image after the picture signal that collects is carried out pre-service, and compares with predefined null displacement point, calculates the pixel displacement size of tested point relative zero, then according to the ratio of demarcation A
1And A
2Calculating actual displacement size is also stored; According to the data of storage, can detect sense of displacement, size and the vibration situation of each tested point, draw analysis diagram easily, the long-term tendency of the displacement of drawing.
Wherein, automatic calibration method is: picture pick-up device picked-up measuring point " well " word target image also imports computing machine into, and computing machine is according to importing two vertical lines in the image calculation image and the pixel distance L between two horizontal lines into
1And L
2, according to the actual range D between two vertical lines on measuring point " well " the word target and two horizontal lines
1And D
2, calculate A
1=L
1/ D
1, A
2=L
2/ D
2Thereby, finish demarcation.
Claims (2)
1, telescope all-weather self-calibrating deflection/displacement measurement mechanism comprises target (1), by the receiving processor of picture pick-up device (2) and computing machine (3) formation; It is characterized in that picture pick-up device (2) is connected with computing machine by interface, the front end of picture pick-up device (2) also is provided with telescopic system (4); Target (1) is for posting " well " word lamp box of exact scale, and the lamp box background color is a black and not shinny, and " well " word line is white and printing opacity; Target (1) surface is the diffuse reflection waterproof membrane; Be provided with scattering light source (5) in the lamp box, control by light controller (6).
2,, it is characterized in that comprising the steps: according to the measuring method of the described device of claim 1
1) " well " word target (1) vertically is installed on tested point, and makes " well " word waterproof membrane one side over against telescopic system (4);
2) picture pick-up device (2) and telescopic system (4) are located at fixed place, make the target (1) of telescopic system (4) over against measuring point, open the light controller switches (6) on the target (1), scattering light source (5) is adjusted light automatically;
3) enlargement ratio of adjustment telescopic system (4) makes measuring point target (1) go up at picture pick-up device (4) and forms the suitable image of size;
4) when tested point is subjected to displacement, same displacement takes place in target (1), corresponding the changing of image that picture pick-up device (4) forms, and import signal into computer by computer interface; Computer carries out computing to the position of each image after the picture signal that collects is carried out pre-service, and compares with predefined null displacement point, calculates the pixel displacement size of tested point relative zero, then according to the ratio of demarcation A
1And A
2Calculating actual displacement size is also stored;
5) according to the data of storage, detect sense of displacement, size and the vibration situation of each tested point, draw analysis diagram easily, the long-term tendency of the displacement of drawing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100950851A CN100447546C (en) | 2006-08-31 | 2006-08-31 | Telescope all-weather self-calibrating deflection/displacement measuring device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100950851A CN100447546C (en) | 2006-08-31 | 2006-08-31 | Telescope all-weather self-calibrating deflection/displacement measuring device and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1912561A true CN1912561A (en) | 2007-02-14 |
| CN100447546C CN100447546C (en) | 2008-12-31 |
Family
ID=37721560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100950851A Expired - Fee Related CN100447546C (en) | 2006-08-31 | 2006-08-31 | Telescope all-weather self-calibrating deflection/displacement measuring device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100447546C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103894882A (en) * | 2012-12-25 | 2014-07-02 | 深圳市大族激光科技股份有限公司 | Dynamic error measuring system of high-speed machine tool |
| CN105067208A (en) * | 2015-08-14 | 2015-11-18 | 哈尔滨工业大学 | Multi-channel bridge flexibility monitoring system based on CCD and method |
| CN105486265A (en) * | 2016-01-19 | 2016-04-13 | 祝凤金 | Crane brake down quantity detector and measurement method thereof |
| CN108775872A (en) * | 2018-06-26 | 2018-11-09 | 南京理工大学 | Deflection of bridge span detection method based on autozoom scan picture |
| CN110733534A (en) * | 2019-10-24 | 2020-01-31 | 西南交通大学 | rail crawling observation method and system |
| CN112556955A (en) * | 2020-09-16 | 2021-03-26 | 江西飞尚科技有限公司 | Automatic correction method in bridge deflection measurement |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR910004158B1 (en) * | 1983-08-15 | 1991-06-22 | Sinagawa Sirotenga Co Ltd | Thermal deformation measuring system of ceranics and the like |
| CN100414250C (en) * | 2005-02-01 | 2008-08-27 | 重庆大学 | Method and device for measuring multiple spot dynamic flexibility/displacement by self caliberating self coding imaging method |
| CN1297798C (en) * | 2005-02-06 | 2007-01-31 | 重庆大学 | 2-D, large range laser deflection / displacement measuring method and apparatus |
| CN100390498C (en) * | 2005-12-28 | 2008-05-28 | 张奔牛 | Apparatus and method for detecting and monitoring displacement/deflection |
-
2006
- 2006-08-31 CN CNB2006100950851A patent/CN100447546C/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103894882A (en) * | 2012-12-25 | 2014-07-02 | 深圳市大族激光科技股份有限公司 | Dynamic error measuring system of high-speed machine tool |
| CN103894882B (en) * | 2012-12-25 | 2016-08-03 | 大族激光科技产业集团股份有限公司 | High-speed machine tool dynamic error measures system |
| CN105067208A (en) * | 2015-08-14 | 2015-11-18 | 哈尔滨工业大学 | Multi-channel bridge flexibility monitoring system based on CCD and method |
| CN105067208B (en) * | 2015-08-14 | 2017-08-25 | 哈尔滨工业大学 | A kind of multichannel bridge deflection monitoring method based on CCD |
| CN105486265A (en) * | 2016-01-19 | 2016-04-13 | 祝凤金 | Crane brake down quantity detector and measurement method thereof |
| CN105486265B (en) * | 2016-01-19 | 2018-06-08 | 菏泽学院 | Brake glide quantity detector of crane and its measuring method |
| CN108775872A (en) * | 2018-06-26 | 2018-11-09 | 南京理工大学 | Deflection of bridge span detection method based on autozoom scan picture |
| CN110733534A (en) * | 2019-10-24 | 2020-01-31 | 西南交通大学 | rail crawling observation method and system |
| CN112556955A (en) * | 2020-09-16 | 2021-03-26 | 江西飞尚科技有限公司 | Automatic correction method in bridge deflection measurement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100447546C (en) | 2008-12-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11519724B2 (en) | Method for monitoring ground settlement based on computer vision | |
| CN1297798C (en) | 2-D, large range laser deflection / displacement measuring method and apparatus | |
| CN103234555B (en) | Photoelectric stable platform installs Zero positioning method | |
| CN101339003B (en) | Great structure horizontal two-dimensional displacement automatic measuring equipment and method | |
| CN1789905A (en) | Apparatus and method for detecting and monitoring displacement/deflection | |
| CN100447546C (en) | Telescope all-weather self-calibrating deflection/displacement measuring device and method | |
| CN106092061B (en) | River water surface flow field calibrating method based on lens imaging model under oblique viewing angle | |
| CN102262092B (en) | Visibility measurement system and method | |
| CN203929068U (en) | A kind of wide field optical system | |
| CN1912536A (en) | Multi-point displacement/deflection detection and monitoring device and method | |
| CN100395515C (en) | Tension line video deflection measuring device and method | |
| CN110456328A (en) | Multi-line laser radar calibration system and scaling method | |
| CN1657868A (en) | Quick calibrating method for line structure optical sensor based on coplanar calibrated reference | |
| CN101738384B (en) | Double reflector transmission visibility device and measuring method thereof | |
| CN201740635U (en) | Multi-spot deflection measurement device based on line laser | |
| CN110702343B (en) | Deflection measurement system and method based on stereoscopic vision | |
| US20230280236A1 (en) | Synchronous monitoring system for multi-point displacement and rotation response of large-scale structure and data analysis method therefor | |
| CN106197292A (en) | A kind of building displacement monitoring method | |
| CN103069252A (en) | Tilt sensor for a device and method for determining the tilt of a device | |
| CN110296689A (en) | Sweeping image Duplication test device and method in a kind of aerial imagery camera | |
| CN204831274U (en) | Portable competent poor measurement bay and measuring device | |
| CN203837704U (en) | Instrument for photographing and surveying intersection of different stations | |
| CN101726316A (en) | Internal orientation element and distortion tester | |
| CN102735262B (en) | Laser line generator's precision detection device | |
| CN101029822A (en) | Photoelectric sensing equipment for measuring building structure displacement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: CHONGQING JIAOTONG UNIVERSITY ADDRESS Free format text: FORMER OWNER: LAN ZHANGLI ADDRESS Effective date: 20081121 |
|
| C14 | Grant of patent or utility model | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20081121 Address after: Nan'an District, Chongqing City University Avenue, No. 66 Patentee after: chongqing jiaotong university Address before: University Avenue Nan'an District of Chongqing City No. 69 Jolin Yazhu 1-3-6-3 Patentee before: Lan Zhangli |
|
| ASS | Succession or assignment of patent right |
Owner name: CHONGQING JIAOTONG UNIVERSITY Free format text: FORMER OWNER: LAN ZHANGLI Effective date: 20081121 |
|
| ASS | Succession or assignment of patent right |
Owner name: JILIN JINSE ZHONGGUANG COMMUNICATION EQUIPMENT CO. Free format text: FORMER OWNER: CHONGQING JIAOTONG UNIVERSITY Effective date: 20090605 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090605 Address after: No. 1555, Jiayuan Road, Changchun hi tech Industrial Development Zone Patentee after: Jilin Jinse Zhongguang Communication Apparatus Co., Ltd. Address before: Nan'an District, Chongqing City University Avenue, No. 66 Patentee before: chongqing jiaotong university |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081231 Termination date: 20120831 |