CN202141439U - Three-direction deformation laser measuring instrument for ground fissure - Google Patents
Three-direction deformation laser measuring instrument for ground fissure Download PDFInfo
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- CN202141439U CN202141439U CN201120209465U CN201120209465U CN202141439U CN 202141439 U CN202141439 U CN 202141439U CN 201120209465 U CN201120209465 U CN 201120209465U CN 201120209465 U CN201120209465 U CN 201120209465U CN 202141439 U CN202141439 U CN 202141439U
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Abstract
The utility model discloses a three-direction deformation laser measuring instrument for ground fissures. The three-direction deformation laser measuring instrument for ground fissures is composed of a laser emitter, a laser receiver and a data processing device. Laser beams are emitted by the laser emitter and then are shot to the laser receiver. Signals are sent by the laser receiver after the laser beams are sensed by the laser receiver, and related data are obtained by the data processing device via a data transmission line. The three-direction deformation laser measuring instrument for ground fissures is quite convenient in mounting, and allows the vertical displacement absolute value, the cracking displacement absolute value and the horizontal displacement absolute value of the displacement deformation of the same place (three-direction displacement variances) to be observed simultaneously. Ground fissures are not affected by mechanical forces during the measuring operation. The three-direction deformation laser measuring instrument helps to realize remote real-time transmission, super-displacement grading alarm or the like.
Description
Technical field
The utility model relates to Geological Engineering monitoring field, relates to a kind of measuring instrument, particularly a kind of crack three-dimensional distortion laser measuring apparatus.
Background technology
Ground fissure is called " be difficult on the earth heal wound " by the insider; It is a kind of gradual geologic hazard of slow development; The ground fissure of China distributes very extensively; Have scope in recent years and constantly enlarge, the trend that harm constantly increases the weight of, subway foundation pit cave-in accident and ground fissure that the Xian City, Shanxi Province ground fissure takes place recently have some relations; Industrial and agricultural production is usually given on the landslide and people's lives and properties are that bring about great losses, have or even destructive disaster, and the topmost harm in landslide that occurs in rural area and cities and towns is to destroy farmland, room, injury people and animals, deforestation, road and destroy factory, school, institutional settings or the like.On the other hand; Highway bridge; Building; The distortion of crack in the civil engineering works such as water conservancy and hydropower aspect also brings great threat to people's lives and properties and productive life facility, yet existing deformation monitoring means to the crack are with respect to the appearance of equivalent geology and engineering problem and the very hysteresis that seems.
The unidirectional monitoring technology of crack distortion is quite ripe, and the monitoring of the real-time deformation of multidirectional deformation is also very immature.The multidirectional monitoring common method of crack distortion at present has mechanical type deformation monitoring appearance method, multiple spot detection method and relative displacement detection method.Mechanical type three-dimensional deformation monitoring appearance; Be to measure same measuring point perpendicular displacement simultaneously and open the absolute value that splits displacement and horizontal changing of the relative positions amount through displacement transducer; This instrument has simple structure, convenient, the measuring accuracy advantages of higher of assembling, but because be mechanical device, has certain friction between slide bar; Make equipment stuck because of the twisting between the rod member simultaneously, so certain limitation is arranged in practical application; The multiple spot monitoring method is and in the both sides of ground fissure a plurality of points is set and buries dial gauge respectively underground, comes detection level vertical and shear.This method equipment is simple, easy to operate; Shortcoming is that the installation of instrument is loaded down with trivial details, and manual read's error of fetching data is big, and fiduciary level is not high, can not monitor in real time; The relative displacement detection method is three-dimensional moved and is transformed into moving of 1 P in the space, and the relative displacement of then ordering through p calculates the real displacement of ground fissure, and existing instrument has integral type T S three-dimensional crack gauge.Its installation method mainly is that the end with three sensors is separately fixed on vertical three summits of ending the plate right angle rack, and the other end then is fixed in a point on the panel.Measure panel indirectly with respect to the three direction displacement that ends plate.Its shortcoming is that space displacement is transformed the computation process of relative displacement is more loaded down with trivial details, has certain mechanical force between the parts at the two ends in mechanical measurement crack, and this mechanical force is very big to result's influence of the monitoring of displacement, and the feedback of information relatively lags behind.
Laser technology highway communication aspect application at home and abroad is more extensive, but in the monitoring of engineering cracks multidirectional deformation, does not also obtain actual application.Some remote mountain areas also is in the level that the personnel of expressing report to the higher level step by step to the monitoring of landslide and avalanche, rubble flow, and some working-yard also is powerless for the deformation monitoring of ground fissure.Therefore, research and develop a kind of innovative equipment that can break away from personnel's field monitoring, the synchronous long-range output of " some three-dimensionals " change in displacement, dangerous displacement signal alarm, existing issue is necessary for solving.
Summary of the invention
The purpose of the utility model is, provides that a kind of assembling and setting is easy, measuring accuracy is higher, datamation is handled, and can measure the crack three-dimensional distortion laser measuring apparatus of ground fissure same point simultaneously.
In order to realize above-mentioned task, the utility model is taked following technical solution:
A kind of crack three-dimensional distortion laser measuring apparatus; It is characterized in that; Be made up of generating laser, laser pickoff, data processing equipment, described generating laser is launched laser beam, the directive laser pickoff; Send signal after the laser pickoff sensitization, the data that obtain being correlated with by data processing equipment through data line.
Some other characteristics of the utility model are:
Described laser pickoff mainly by receiving panel, join agreeable to the taste and adjunct circuit constitutes by air level, data processing chip, communication chip, power supply.
Described generating laser and laser pickoff are supported by tripod.
Described generating laser adopts the MYZOX transmitter.
Described data processing equipment is selected conventional computing machine.
The crack three-dimensional distortion laser measuring apparatus of the utility model, main innovate point is:
1) to the perpendicular displacement of crack same point displacement deformation with open the absolute value (three direction displacement variable quantity) that splits displacement and horizontal changing of the relative positions amount and observe simultaneously;
2) install very conveniently, and there is not the influence of mechanical force when measuring in the crack;
3) can realize the remote live transmission, carry moves functions such as classifying alarm.
4) simple in structure, the data-handling capacity extendability is strong, can effectively dock with other existing process softwares.
Description of drawings
Fig. 1 is the crack three-dimensional distortion laser measuring apparatus structural representation of the utility model; Mark among the figure is represented respectively: 1, generating laser, 2, control panel, 3, tripod, 4, laser beam, 5, laser pickoff, 6, the laser pick-off panel, 7, data line, 8, power supply join agreeable to the taste, 9, data processing equipment.
Fig. 2 adopts novel crack three-dimensional distortion laser measuring apparatus to measure the location drawing in actual crack.
Fig. 3 is that the test figure that data processing equipment shows gathers the page.
The embodiment that provides below in conjunction with accompanying drawing and inventor does further to specify to the utility model.
Embodiment
Referring to Fig. 1, present embodiment provides a kind of crack three-dimensional distortion laser measuring apparatus, is made up of generating laser 1, laser pickoff 5, data processing equipment 9.Launch laser beam 4 directive laser pickoffs 5 during work by generating laser 1.Send signal after control panel 2 sensitization of laser pickoff 1, record the vertical change amount and the left and right sides changing of the relative positions amount in crack simultaneously.Through data line 7 input data processing equipments 9, the data that obtain being correlated with by data processing equipment 9, and simulate the trajectory diagram that the crack relatively moves.
The range ability of the crack three-dimensional distortion laser measuring apparatus of present embodiment preparation is 0～500mm, and precision is 1mm, when the crack deflection reaches critical value, in time sends warning through stop.
Generating laser 1 adopts the MYZOX transmitter, comprises being used to show that stadimeter measures the display control panel 2 of distance; On generating laser 1, mainly contain the length travel receptacle, portable power source, parts such as spirit bubble.Major function is to carry out the mensuration of length travel and send mensuration plane two to the needed laser of displacement.
Generating laser 1 sends the specific laser bundle 4 that wavelength is in infra-red range.Generating laser 1 can use the independent current source power supply, also can supply power through the supply voltage device.The wavelength of laser beam 4 is used for the laser pick-off panel 6 of excitation laser transmitter 5 about 650nn.Wherein, laser pick-off panel 6 receives the laser beam 4 that is penetrated by generating laser 1, obtains induction, be used for display panel laterally with vertical change in displacement.
Generating laser 1 is supported by tripod 3 with laser pickoff 5, and data processing equipment 9 is connected the signal that transmission laser pick-off panel 2 provides through data line 7 with laser pickoff 5, utilize independently developed software that data are handled.
Generating laser 1 can use tripod 4 to support in the plane, can use the different fixed system to support in concave plane or the special place of geographical conditions or supports.
In actual use, generating laser 1 is placed on the one side in crack, laser pickoff 5 is placed on the another side (as shown in Figure 2) in crack.Generating laser 1 is through after the fixed mechanism fixation, and its position cannot be moved easily, and the laser beam of being sent 4 can be positioned at sensing element in the generating laser 1 to be accepted and discern, to measure the distance apart from laser pickoff 5.The photoelectric sensor that is positioned at laser pickoff 5 is discerned.
Because the ground fissure distortion is a kind of progressive process slowly, following inventor provides a kind of simulation test of simply and efficiently monitoring of the gauge for three directional deformation of ground fissure of the utility model is verified.
1) principle of simulated experiment
Ground fissure with the Xian City, Shanxi Province is a research object, and due to the ground non-uniform settling that the activity of ground fissure causes mainly due to artificial excessive pumping underground water, the inventor has expected that drainage carries out simulated experiment.Generating laser, laser pickoff are placed on respectively in the washbowl in two mutually perpendicular tank A, the B; Through to two mutually perpendicular directions (YZ axle) draining; Drive " drift " of washbowl respectively to the YZ axle; Utilization is different because of the settling amount that the difference of water discharge causes, and reaches the variation of X axle.With the variation on the A groove control XY plane, control the variation on the XZ plane with flowing of B groove water, thereby reach the variation of XYZ three-dimensional, draw from perpendicular displacement, the level of simulating ground fissure in fact and open and the horizontal changing of the relative positions.Cause the skew of gauge for three directional deformation of ground fissure three-dimensional, thereby make and to play the laser change on the laser pick-off panel, and then record the variable quantity of three direction displacements.The drainage simulation test is following:
(1) selects two tanks; After two tanks are all added a certain amount of water; Put the above ground (should select the bigger washbowl of area for use, can guarantee enough buoyancy like this) of two washbowl simulated groundwater, again the generating laser and the laser pickoff of crack three-dimensional distortion laser measuring apparatus are put into two washbowls and leveling respectively; After adjusting the position of washbowl, placement a period of time lets the water surface restore calm.Because the easy undulatory property of water needs enough patience, constantly debugging is operated under the horizontality to guarantee crack three-dimensional distortion laser measuring apparatus.
(2) open the drainage switch of two tanks, the beginning draining.
(3) open the power supply of generating laser and laser pickoff, start working.
(4) generating laser emitted laser bundle; The level of measuring ground fissure is on the one hand drawn tensor; The laser pick-off panel of excitation laser receiver sends signal after the sensitization of laser pick-off panel on the other hand, records the vertical change amount and the left and right sides changing of the relative positions amount of ground fissure simultaneously.
(5) data processing equipment is integrated the displacement of three directions, through the software curve movement of ground fissure that draws.The data that test records are as shown in Figure 3.
2) interpretation:
Because test the variation of simulating displacement through the flow of control water, the fluid and the soil body have evident difference, therefore can cause error unavoidably.But the water simulated experiment, controllability is relatively good, and the flow of adjusting water that can be artificial can be found out through experiment, and the gauge for three directional deformation of ground fissure of enough the utility model of variation ability of displacement displays, and produces a desired effect.
Claims (5)
1. a crack three-dimensional is out of shape laser measuring apparatus; It is characterized in that; Be made up of generating laser, laser pickoff, data processing equipment, described generating laser is launched laser beam, the directive laser pickoff; Send signal after the laser pickoff sensitization, the data that obtain being correlated with by data processing equipment through data line.
2. three-dimensional distortion laser measuring apparatus in crack as claimed in claim 1 is characterized in that, described laser pickoff mainly by receiving panel, join agreeable to the taste and adjunct circuit constitutes by air level, data processing chip, communication chip, power supply.
3. three-dimensional distortion laser measuring apparatus in crack as claimed in claim 1 is characterized in that described generating laser and laser pickoff are supported by tripod.
4. three-dimensional distortion laser measuring apparatus in crack as claimed in claim 1 is characterized in that described generating laser adopts the MYZOX transmitter.
5. three-dimensional distortion laser measuring apparatus in crack as claimed in claim 1 is characterized in that described data processing equipment is selected computing machine.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120209465U CN202141439U (en) | 2011-06-21 | 2011-06-21 | Three-direction deformation laser measuring instrument for ground fissure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120209465U CN202141439U (en) | 2011-06-21 | 2011-06-21 | Three-direction deformation laser measuring instrument for ground fissure |
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| CN202141439U true CN202141439U (en) | 2012-02-08 |
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| CN201120209465U Expired - Fee Related CN202141439U (en) | 2011-06-21 | 2011-06-21 | Three-direction deformation laser measuring instrument for ground fissure |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103925885A (en) * | 2013-01-10 | 2014-07-16 | 唐山滦生焦化科技有限公司 | Device for coke-quenching vehicle box body and door deformation and monitoring method |
| CN104949629A (en) * | 2015-04-20 | 2015-09-30 | 同济大学 | Laser ranging-based dangerous-rock deformation multipoint information extraction and warning system |
| CN105526896A (en) * | 2015-12-04 | 2016-04-27 | 上海市地下空间设计研究总院有限公司 | Deformation joint three-direction relative displacement measurement device and method thereof |
| CN106524939A (en) * | 2016-11-01 | 2017-03-22 | 中国地质大学（武汉） | Crack three-dimensional state monitoring system and monitoring method |
| CN106949840A (en) * | 2017-04-17 | 2017-07-14 | 三峡大学 | A kind of Crack Monitoring device and method |
| CN108168452A (en) * | 2017-12-19 | 2018-06-15 | 中国水利水电第四工程局有限公司 | A kind of digital surface Crack Monitoring device and its detection method |
| CN108253890A (en) * | 2017-12-27 | 2018-07-06 | 中国地质大学（武汉） | The spatiality monitoring method and device of a kind of ground fissure |
| CN108387185A (en) * | 2018-04-02 | 2018-08-10 | 三峡大学 | A kind of Test in Situ structure facial disfigurement long term monitoring device and method based on electronic system |
| CN109142045A (en) * | 2017-06-28 | 2019-01-04 | 中国石油化工股份有限公司 | A kind of system and method detecting rock core destruction signals |
| CN109764814A (en) * | 2019-03-12 | 2019-05-17 | 长安大学 | A kind of ground fissure horizontal displacement monitors and monitoring method vertically |
| CN113029005A (en) * | 2021-04-08 | 2021-06-25 | 中国科学院武汉岩土力学研究所 | Ground fissure three-way displacement monitoring device and ground fissure three-way displacement monitoring method |
| CN114111583A (en) * | 2020-08-27 | 2022-03-01 | 神华神东煤炭集团有限责任公司 | Mining crack monitoring device and method based on laser ranging |
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2011
- 2011-06-21 CN CN201120209465U patent/CN202141439U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103925885A (en) * | 2013-01-10 | 2014-07-16 | 唐山滦生焦化科技有限公司 | Device for coke-quenching vehicle box body and door deformation and monitoring method |
| CN104949629A (en) * | 2015-04-20 | 2015-09-30 | 同济大学 | Laser ranging-based dangerous-rock deformation multipoint information extraction and warning system |
| CN105526896A (en) * | 2015-12-04 | 2016-04-27 | 上海市地下空间设计研究总院有限公司 | Deformation joint three-direction relative displacement measurement device and method thereof |
| CN106524939A (en) * | 2016-11-01 | 2017-03-22 | 中国地质大学（武汉） | Crack three-dimensional state monitoring system and monitoring method |
| CN106524939B (en) * | 2016-11-01 | 2017-10-13 | 中国地质大学（武汉） | A kind of crack three-dimensional state variation monitoring method and monitoring system |
| CN106949840A (en) * | 2017-04-17 | 2017-07-14 | 三峡大学 | A kind of Crack Monitoring device and method |
| CN109142045A (en) * | 2017-06-28 | 2019-01-04 | 中国石油化工股份有限公司 | A kind of system and method detecting rock core destruction signals |
| CN108168452A (en) * | 2017-12-19 | 2018-06-15 | 中国水利水电第四工程局有限公司 | A kind of digital surface Crack Monitoring device and its detection method |
| CN108253890A (en) * | 2017-12-27 | 2018-07-06 | 中国地质大学（武汉） | The spatiality monitoring method and device of a kind of ground fissure |
| CN108387185A (en) * | 2018-04-02 | 2018-08-10 | 三峡大学 | A kind of Test in Situ structure facial disfigurement long term monitoring device and method based on electronic system |
| CN109764814A (en) * | 2019-03-12 | 2019-05-17 | 长安大学 | A kind of ground fissure horizontal displacement monitors and monitoring method vertically |
| CN109764814B (en) * | 2019-03-12 | 2024-06-07 | 长安大学 | Ground crack horizontal and vertical displacement monitor and monitoring method |
| CN114111583A (en) * | 2020-08-27 | 2022-03-01 | 神华神东煤炭集团有限责任公司 | Mining crack monitoring device and method based on laser ranging |
| CN114111583B (en) * | 2020-08-27 | 2023-10-20 | 神华神东煤炭集团有限责任公司 | Mining crack monitoring device and method based on laser ranging |
| CN113029005A (en) * | 2021-04-08 | 2021-06-25 | 中国科学院武汉岩土力学研究所 | Ground fissure three-way displacement monitoring device and ground fissure three-way displacement monitoring method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Di Yue Inventor after: Peng Jianbing Inventor after: Men Yuming Inventor after: Zhang Jiaqi Inventor after: Li Xunchang Inventor after: Zhao Jifei Inventor after: Wang Li Inventor after: Li Fei Inventor after: Wei Taiming Inventor after: Fu Wenju Inventor after: Li Yajun Inventor after: Shi Han Inventor after: Guan Lin Inventor before: Di Yue Inventor before: Zhao Jifei Inventor before: Wei Taiming Inventor before: Shi Han Inventor before: Guan Lin Inventor before: Li Fei Inventor before: Fu Wenju Inventor before: Li Yajun |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHAI YUE ZHAO JIFEI WEI TAIMING SHI HAN GUAN LIN LI FEI FU WENJU LI YAJUN TO: ZHAI YUE ZHAO JIFEI WANG LI LI FEI WEI TAIMING FU WENJU LI YAJUN SHI HAN GUAN LIN PENG JIANBING MEN YUMING ZHANG JIAQI LI XUNCHANG |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120208 Termination date: 20130621 |