EP1405033A1 - Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienen - Google Patents
Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienenInfo
- Publication number
- EP1405033A1 EP1405033A1 EP02740182A EP02740182A EP1405033A1 EP 1405033 A1 EP1405033 A1 EP 1405033A1 EP 02740182 A EP02740182 A EP 02740182A EP 02740182 A EP02740182 A EP 02740182A EP 1405033 A1 EP1405033 A1 EP 1405033A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- guide rail
- reference axis
- distance
- light
- light detector
- 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.)
- Withdrawn
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B19/00—Mining-hoist operation
- B66B19/002—Mining-hoist operation installing or exchanging guide rails
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/16—Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/30—Measuring arrangements characterised by the use of optical techniques for measuring roughness or irregularity of surfaces
- G01B11/306—Measuring arrangements characterised by the use of optical techniques for measuring roughness or irregularity of surfaces for measuring evenness
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S33/00—Geometrical instruments
- Y10S33/21—Geometrical instruments with laser
Definitions
- the invention relates to a method and a device for determining the straightness of guide rails according to the definition of the claims.
- Guide rails are used to guide objects such as the management of elevator cars. As a rule, several guide rails are connected to form a rail track. Elevator cabs are usually conveyed hanging on ropes and guided along the rail track via guide elements. The straightness of the guide rails is important here, so that driving comfort depends on it. Deviations from the straightness of the guide rails lead to vibrations in the elevator car. Especially with a long rail track and with fast elevator cars, e.g. Such vibrations are very noticeable in tall buildings and are perceived by passengers as disadvantageous.
- document EP 0 498 051 discloses a method and a device according to which the distance of a guide rail with a distance detector to a frame is measured.
- the frame is in contact with the via two spaced-apart guides
- the distance detector and frame are connected to each other.
- the distance detector is in contact with the guide rail via a roller and measures changes in distance between Guide rail and frame.
- This measuring device is mounted on the elevator car and checks built-in guide rails in special test drives. A subsequent straightening device selectively corrects unevenness in the guide rail system, the respective guide rails being released from their attachment in the elevator shaft.
- a disadvantage of this method and this device is the high effort involved in checking and straightening the guide rails.
- the object of the present invention is to provide a method and a device for determining the straightness of guide rails which are simple, quick and precise and which are compatible with proven techniques and standards of mechanical engineering.
- the invention relates to a method and a device for determining the straightness of guide rails, a guide rail being oriented largely parallel to a reference axis. At least one light beam is emitted from a light source along the reference axis.
- Light beam is detected by a light detector.
- the light source or the light detector are moved on the guide rail.
- the guide rail and reference axis are constantly spaced from each other and the dimensions of the guide rail are standardized.
- a deflection of the Guide rail is called a change. des- distance between guide rail and reference axis determined.
- a result of the deflection of the guide rail allows the dimensional accuracy of the guide rails to be recorded or, if necessary, a correction or post-processing of the dimensions of the guide rail before assembly.
- FIG. 1 shows a schematic side view of part of a first embodiment of a device for determining the straightness of guide rails
- FIG. 2 shows a schematic view of a part of a second embodiment of a device for determining the straightness of guide rails
- Fig. 3 is a spatially resolved diagram of the change in the distance between the guide rail and the reference axis determined with the device
- Fig. 4 is a block diagram of the acquisition, forwarding and evaluation of image data and route data.
- the device for determining the straightness of guide rails measures individual guide rails FS before assembly, for example before assembly in an elevator shaft.
- the guide rails are, for example, T-beams made of steel with known standardized dimensions.
- the length of the guide rails is FS. known and. is, for example, 5000mm.
- "Height and width of the Guide rails FS are also known and are, for example, 88 mm or 16 mm.
- the guide rail FS is placed on at least one support point. laid at least one edition AI, A2.
- the guide rail FS to be measured is placed over two support points on two supports AI, A2, the two support points being close to the two ends of the guide rail FS.
- the guide axis FS lies largely parallel to a reference axis AA 'on the two supports AI, A2. Between the support points, the guide rail FS bends under the force of gravity G due to its own weight.
- the reference axis AA 'and the lines of force of gravity G are preferably perpendicular to one another.
- the spacing of the supports AI, A2 from one another is known and, for example, is fixed and the distance between the support points and the ends of the guide rail FS is known and, for example, is fixed. The distance between the support points and the ends is advantageously chosen such that the
- the exemplary embodiment of a device for determining the straightness of guide rails according to FIG. 1 is not essential for the implementation of the invention. It is also possible to place the guide rail over a single support point on a single support or over more than two support points on more than two supports.
- the device for determining the straightness of guide rails has a light source LQ which emits at least one light steel.
- the light beam is preferably sharply focused and of small diameter.
- the light source LQ is preferably a laser, for example a laser in the range of the wavelengths visible to humans or an infrared laser.
- the twist of a guide rail in the longitudinal direction can be determined.
- the twist can also be determined with a light source and an elaborate algorithm by continuously recording or recording the geometric shape and center of gravity of the light point on the ground glass screen BS. is calculated.
- the light source LQ is rigidly mounted on a first end of the guide rail FS.
- the light source LQ is advantageously mounted on the guide rail FS via a tab R, the tab R e.g. is pressed against two lateral guide surfaces FF of the guide rail FS by means of screws RIO, Rll.
- Light source LQ is emitted at a constant distance ⁇ - ⁇ Q to the guide rail FS and along the reference axis AA '.
- the distance di Q is the distance between
- Reference axis AA 'and an end face SF of the guide rail FS defined.
- Other types of definition are possible.
- the exemplary embodiment of a device for determining the straightness of guide rails 1 is not essential for the implementation of the invention. So it is also possible not to mount the light source on the guide rail but at a distance from the guide rail. It is also possible to mount the light source movably and / or to fix it at freely selectable positions on the guide rail.
- the device for determining the straightness of guide rails has a light detector LD.
- the light detector LD is mounted on a slide S and can be moved and / or freely on the slide S on the guide rail FS between a second end of the guide rail FS and the light source LQ at the first end of the guide rail FS selectable positions fixable.
- the light detector LD is advantageously mounted on the slide S in such a way that the distance d D between the light detector LD and the guide rail FS is constant in all freely selectable positions on the guide rail FS.
- the light detector LD allows detection of the light beam emitted by the light source LQ.
- the distance d L Q of the light beam emitted by the light source LQ to the end face SF of the guide rail FS and the distance d D of a reference point of the light detector LD to the end face SF of the guide rail FS are the same size, for example both are aligned on the reference axis AA '.
- the reference point is a center of the focusing screen BS or a zero point of the photo array AY.
- the exemplary embodiment of a device for determining straightness 1 is not essential for the implementation of the invention. It is also possible to mount the light detector not on the guide rail but at a distance from the guide rail. It is also possible to rigidly mount the light source on the guide rail. Please note that at least one of the two units, either the light source or the light detector, is mounted on the guide rail to be measured.
- the light detectors LD can be used, the light detectors LD detecting changes D in the distance between the guide rail FS and the reference axis AA '.
- the light detector LD consists of a two-dimensional focusing screen BS with a downstream camera PA or photo camera as a recording device. This enables the straightness to be determined in the horizontal and vertical directions.
- the light detector LD is a one-dimensional photo array PY with an elongated opening SZ.
- the light detector LD digitally detects the light beam emitted by the light source LQ with a resolution of, for example, 1024x1024 pixels (focusing screen BS and camera PA) or 1024 pixels (photo array PY) as image data BD.
- a resolution for example, 1024x1024 pixels (focusing screen BS and camera PA) or 1024 pixels (photo array PY) as image data BD.
- Other, eg higher or lower resolutions are possible. He can also Those skilled in the art can use other known light detectors of digital and analog type, such as Charged Coupled Device (CCD), photodiodes, etc., which are not shown in detail here.
- CCD Charged Coupled Device
- the carriage S advantageously has a two-dimensional roller guide which runs in the longitudinal direction on the guide rail FS to be measured.
- the ⁇ roller guide comprises at least one roller R1, R2, R3, R4, R5 which holds the slide S in contact with the guide rail FS.
- two upper rollers R1, R2 run in a first plane on an end face SF of the guide rail FS, while on the left R3, R4 and on the right R5 lateral rollers in one second level on side guide surfaces FF the
- Run guide rail FS Run guide rail FS.
- the lateral rollers R3, R4, R5 are advantageously pressed against the guide surfaces FF of the guide rail FS by means of spring force in order to ensure that the roller guide or the slide S runs free of play in this plane.
- a length position of the detected change D of the distance between the guide rail FS and the reference axis AA ' is advantageously detected. Every deflection detected is absolute as a distance to a zero point on the
- the slide S for this purpose a transducer WA, wherein the transducer WA per length and time unit the distance of the slide S, for example with respect to a zero point, for example, the light source LQ of the guide rail FS at the first end or the second end the guide rail FS measures as path data WD.
- the displacement sensor is an encoder.
- the WA position transducer is optional.
- the length position of the detected change D in the distance between the guide rail FS and the reference axis AA 'can also be detected using a ruler. The distance to one
- the zero point of the guide rail can be read on the ruler and recorded as route data.
- the position of the measuring slide can also be calculated from the size of the light spot on the BS focusing screen.
- the position can also be determined by interference of the light source.
- the carriage S advantageously has an angle piece WK, the angle piece WK being pivoted about at least one axis on the roller guide.
- the light detector LD is fixed in place on this angle piece WK.
- the angular position of the light detector LD in relation to the direction of the light beam emitted by the light source LQ can be adjusted via the angle piece WK by means of adjusting means WKJ. Any adjustment means such as
- Cage suspensions, frames, screws, etc. can be used.
- An optical filter between light source LQ and light detector LD can optionally be fixed to the slide.
- the light source LQ and light detector LD are advantageously arranged in alignment along the reference axis AA 'of the direction of the light beam emitted by the light source LQ.
- the light beam emitted by the light source LQ strikes Advantageously at an angle of less than 90 ° to the camera PA or the photo camera in order to avoid mirror effects on the optics of the camera PA or the photo camera.
- an angle of incidence of the light beam emitted by the light source LQ on the camera PA or the photo camera can be set via the pivotable angle piece WK.
- the type of recording of the image data BD or path data WD takes place continuously or discontinuously.
- the carriage S is advantageously guided along the guide rail FS at a constant speed, e.g. by means of a drive, while per freely selectable length and time unit
- Image data BD from the light detector LD and path data WD from the position sensor WA are recorded.
- the data acquisition takes place e.g. in regular or irregular length segments or time intervals.
- image data BD are acquired every 10 cm, preferably every 2 cm, preferably every 5 mm.
- the carriage S is advantageously guided to a certain freely selectable position of the guide rail FS in order to transfer image data BD from the .
- _ Detect light detector LD -.- A displacement sensor is useful for such discontinuous operation but not necessary.
- a displacement transducer instead of a displacement transducer, it is possible to place a ruler on the guide rail FS and, according to this ruler, to image data BD by the light detector LD at intervals of, for example, 50 cm, preferably 5 cm, preferably 5 mm.
- Deflection of the guide rail FS can thus be recorded in incremental steps and digitized as absolute positions over the length of the guide rail FS. Unevenness of the guide rail FS " can thus be localized very precisely as length positions. With knowledge of the present invention, the person skilled in the art is free to choose from many ways of variation in the type of recording of the image data BD or path data WD.
- Image data AB ascertained by the light detector LD are forwarded to an evaluation unit AE and path data WD ascertained by the position transducer are sent to the
- Evaluation unit AE forwarded. This forwarding takes place in a variety of ways, e.g. by signal cable, or wirelessly, or by transport of image data BD or path data WD, etc. stored on a storage medium.
- the evaluation unit AE is advantageously a commercially available computer with a central processing unit, at least one memory and communication interfaces, etc.
- the change D of the distance is in the evaluation unit AE between guide rail FS and reference axis AA 'calculated spatially resolved. Standard software can be used for this.
- the result E of this calculation can be further processed as result data ED, for example stored or graphically represented.
- 3 shows a resulting exemplary diagram of the change D in the distance between the guide rail FS and the reference axis AA 'in spatial resolution over the length L of a guide rail FS.
- the change D at a length L of 5 m is around 0.5 mm.
- Evaluation unit AE is stored, which enables automatic selection of guide rails with regard to straightness.
- the change D in the distance between the reference axis AA 'and the guide rail FS can be admissible (YES) or inadmissible for each point on the guide rail FS
- the relative deviations obtained are made available to the fitter, who thereby receives information about localized unevenness of the guide rail FS, in which direction and by what amount the guide rail FS must be aligned so that the guide rail FS corresponds to the selected permissible deflection.
- the guide cards FS are only aligned if the result E exceeds the permissible deflection. This means that on the one hand the guide rail FS only has to be reworked as precisely as necessary and expensive message time " is saved, on the other hand, no vibrations impairing driving comfort are transmitted from the guide rail FS to the elevator car.
- Localized oddities of the guide rail FS are aligned by the installer, for example according to a correction protocol in a post-processing unit NB on the basis of the result E with result data ED.
- the result data allow precise diagrams as well as concrete alignment suggestions, so that the fitter can quickly and precisely align the guide rail FS.
- This post-processing can in turn be checked by the device for determining the straightness. It is also possible to display the correction or the result of the correction “online”, i.e. in real time, for example on a monitor M.
- FIG. 1 In the embodiment according to FIG.
- Monitor M Part of a mobile computer, for example a handheld, which receives result data ED, for example via signal cables, for example wirelessly by radio.
- the evaluation unit AE and the monitor M it is possible to implement the evaluation unit AE and the monitor M in a mobile computer, for example in a handheld. Overall, the quality of the alignment work is significantly increased.
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
- Length Measuring Devices By Optical Means (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP02740182A EP1405033A1 (de) | 2001-07-06 | 2002-07-01 | Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienen |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP01810669 | 2001-07-06 | ||
EP01810669 | 2001-07-06 | ||
PCT/CH2002/000355 WO2003004968A1 (de) | 2001-07-06 | 2002-07-01 | Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienen |
EP02740182A EP1405033A1 (de) | 2001-07-06 | 2002-07-01 | Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienen |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1405033A1 true EP1405033A1 (de) | 2004-04-07 |
Family
ID=8184013
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02740182A Withdrawn EP1405033A1 (de) | 2001-07-06 | 2002-07-01 | Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienen |
Country Status (6)
Country | Link |
---|---|
US (1) | US7024780B2 (de) |
EP (1) | EP1405033A1 (de) |
JP (1) | JP2004532999A (de) |
CN (1) | CN100504292C (de) |
CA (1) | CA2451085A1 (de) |
WO (1) | WO2003004968A1 (de) |
Families Citing this family (32)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102004011404A1 (de) * | 2004-03-05 | 2005-09-22 | Prüftechnik Dieter Busch AG | Messgerät zur Bestimmung der Geradheit von Wellen oder Wellentunneln |
US7654006B1 (en) | 2007-09-07 | 2010-02-02 | Bret Mooney | Method and device for elevator rail alignment |
FI121977B (fi) * | 2009-04-07 | 2011-06-30 | Kone Corp | Välineet ja menetelmä hissikuilun mittaamiseksi |
CN102114504B (zh) * | 2010-12-21 | 2012-09-26 | 苏州塞维拉上吴电梯轨道系统有限公司 | 半自动t型导轨扭曲校直机 |
CN102183219B (zh) * | 2011-01-27 | 2012-12-12 | 武汉华科新材料有限公司 | 一种钢轨扭曲度在线检测系统 |
DE102011011286A1 (de) * | 2011-02-15 | 2012-08-16 | Rheinisch-Westfälische Technische Hochschule Aachen | Verfahren und System zur Korrektur der Position eines durch eine Steuerung bewegten Objektes |
KR101392454B1 (ko) | 2013-06-10 | 2014-05-27 | 한국철도기술연구원 | 레이저건과 모눈 반사판을 이용한 궤간과 캔트 측정장치 및 그 방법 |
KR101451017B1 (ko) | 2013-06-14 | 2014-10-14 | 장익환 | 엘리베이터 설치용 통합게이지 조립체 |
CA2864723C (en) * | 2013-09-25 | 2021-12-07 | Harsco Corporation | Systems and methods for use in rail track corrections |
CN103616005A (zh) * | 2013-11-27 | 2014-03-05 | 张家港市张运机械制造有限公司 | 电梯导轨直线度检测装置 |
CN103615984B (zh) * | 2013-12-02 | 2016-08-17 | 四川中测流量科技有限公司 | 管体综合检测装置 |
CN103743358A (zh) * | 2013-12-05 | 2014-04-23 | 天水星火机床有限责任公司 | 磨床主轴平行度检测系统 |
CN104019771A (zh) * | 2014-06-27 | 2014-09-03 | 四川航天计量测试研究所 | 一种刀口形直尺工作棱边直线度自动测量装置及其测量方法 |
CN104236485B (zh) * | 2014-10-14 | 2017-02-15 | 沈机集团昆明机床股份有限公司 | 一种直线度测量装置 |
WO2016126788A1 (en) * | 2015-02-04 | 2016-08-11 | Otis Elevator Company | Elevator system evaluation device |
CN104697451B (zh) * | 2015-03-27 | 2017-06-27 | 福建省特种设备检验研究院 | 一种电梯导轨形位参数动态检测装置及实现方法 |
CN106610271B (zh) * | 2015-10-22 | 2019-03-26 | 冯黎 | 大龙门测量机惯性误差动态修正系统 |
US9988242B1 (en) | 2017-01-11 | 2018-06-05 | Otis Elevator Company | Elevator rail healthy monitoring method |
CN106540997A (zh) * | 2017-01-20 | 2017-03-29 | 盐城工学院 | 导轨检测装置及液压矫直机 |
CN106989661B (zh) * | 2017-03-10 | 2019-05-17 | 天津大学 | 一种测试机床静压导轨表面形状误差的方法 |
CN107860343A (zh) * | 2017-12-27 | 2018-03-30 | 福建省永正工程质量检测有限公司 | 一种建筑节能工程质量平面度检测装置 |
CN108627115A (zh) * | 2018-04-26 | 2018-10-09 | 合肥国轩高科动力能源有限公司 | 一种在线监测锂电池极片波浪边的装置和方法 |
CN109307488B (zh) * | 2018-11-14 | 2020-10-27 | 常州大学 | 一种钢琴白键安装平整度检测装置与方法 |
EP3894348B1 (de) * | 2018-12-13 | 2022-08-17 | Inventio AG | Verfahren zur zumindest teilweise automatisierten planung einer installation von aufzugkomponenten einer aufzuganlage |
CN110243314B (zh) * | 2019-05-31 | 2021-04-09 | 武汉市武昌市政建设(集团)有限公司 | 一种路牙石激光准线测量装置 |
CN110514102B (zh) * | 2019-08-21 | 2022-04-29 | 巨柯自动化设备(东莞)有限公司 | 一种导轨平行度高精度的调节方法 |
CN111170121B (zh) * | 2020-01-07 | 2021-01-26 | 青岛大学 | 一种电梯导轨质量检测装置和方法 |
CN111880321B (zh) * | 2020-08-13 | 2022-08-16 | 福建师范大学 | 一种自适应平行度调整系统 |
CN113399500B (zh) * | 2021-08-19 | 2021-10-29 | 马拉兹(江苏)电梯导轨有限公司 | 一种t型导轨矫直装置及方法 |
CN113639678A (zh) * | 2021-08-20 | 2021-11-12 | 徐海 | 一种基于智能相机的直线导轨精度检测方法 |
CN114088021B (zh) * | 2021-11-03 | 2023-08-22 | 武汉理工大学 | 一种非接触式传感器联合定位的钢轨直线度检测方法 |
CN114636391A (zh) * | 2022-05-18 | 2022-06-17 | 张家港市博格机械有限公司 | 一种汽车天窗铝型材导轨平整度检测工装 |
Family Cites Families (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3612700A (en) * | 1969-01-21 | 1971-10-12 | Rodney L Nelson | Laser beam reference line means and method |
US3750299A (en) * | 1969-01-22 | 1973-08-07 | Plasser Bahnbaumasch Franz | Track apparatus with laser beam reference |
DE1938901A1 (de) * | 1969-07-31 | 1971-02-11 | Boes Dr Ing Christian | Einrichtung zur statischen und dynamischen Messung von translatorischen und Drehbewegungen zweier Ebenen gegeneinander |
CH521821A (de) * | 1969-12-24 | 1972-04-30 | Oerlikon Buehrle Ag | Werkzeugmaschine mit einem geradlinig zu verschiebenden Teil |
DE2043436A1 (de) * | 1970-09-02 | 1972-03-09 | Krupp Gmbh | Vorrichtung zur selbsttätigen Ermittlung eines Grenzwertes oder mehrerer Werte der Belastung eines Tragwerkes |
JPS51113443U (de) * | 1975-03-10 | 1976-09-14 | ||
JPS63246609A (ja) * | 1987-04-01 | 1988-10-13 | Shibaura Eng Works Co Ltd | 軌道整正機の受光装置 |
JPS6471904A (en) * | 1987-09-11 | 1989-03-16 | Railway Technical Res Inst | Method and device for measuring strain of structure |
DE3825415A1 (de) * | 1988-07-27 | 1990-04-12 | Voith Gmbh J M | Einrichtung zur messung der durchbiegung langgesetreckter bauteile |
US5189799A (en) * | 1989-04-11 | 1993-03-02 | The United States Of America As Represented By The Secretary Of The Interior | Laser goniometer |
ES2014184A6 (es) * | 1989-07-28 | 1990-06-16 | Garcia Pastor Daniel | Equipo movil para la verificacion de superficies rectificadas o en proceso de rectificacion. |
JPH0372209A (ja) * | 1989-08-11 | 1991-03-27 | Hitachi Kiden Kogyo Ltd | レール変位計測装置 |
FI88282C (fi) * | 1990-11-28 | 1993-04-26 | Kone Oy | Utrustning foer kontroll av rakheten hos hissgejder |
WO1993023323A1 (en) * | 1992-05-19 | 1993-11-25 | Boral Johns Perry Industries Pty. Ltd. | Guide rail deviation measurement device |
US5373123A (en) * | 1992-12-21 | 1994-12-13 | Otis Elevator Company | Electromagnetic gaging of elevator rails and other structures |
FR2705145B1 (fr) * | 1993-05-10 | 1995-08-04 | Exa Ingenierie | Dispositif de mesure de rectitude. |
JPH0743681U (ja) * | 1994-03-30 | 1995-09-05 | カネコ計測工業株式会社 | レール頭部測定器 |
US5671540A (en) * | 1994-09-28 | 1997-09-30 | Davis; Daniel S. | Laser beam track alignment safety device |
US5617645A (en) * | 1995-05-02 | 1997-04-08 | William R. W. Wick | Non-contact precision measurement system |
US5798828A (en) * | 1996-03-13 | 1998-08-25 | American Research Corporation Of Virginbia | Laser aligned five-axis position measurement device |
JPH1068611A (ja) * | 1996-08-26 | 1998-03-10 | Adouin Kk | 変位計測装置 |
US5931264A (en) * | 1997-09-25 | 1999-08-03 | Otis Elevator Company | Rail survey unit |
US6260285B1 (en) * | 1998-08-24 | 2001-07-17 | Nutec Components, Inc. | Precision workpiece positioning device |
EP1006342B1 (de) * | 1998-12-03 | 2003-09-03 | Schneeberger Holding AG | Markierungsverfahren von Messspuren |
JP2000258153A (ja) * | 1999-03-10 | 2000-09-22 | Fujikoshi Mach Corp | 平面平坦度測定装置 |
US6427322B1 (en) * | 1999-12-16 | 2002-08-06 | Eastman Kodak Company | Registration mechanism and method |
-
2002
- 2002-07-01 CN CNB028133617A patent/CN100504292C/zh not_active Expired - Fee Related
- 2002-07-01 WO PCT/CH2002/000355 patent/WO2003004968A1/de not_active Application Discontinuation
- 2002-07-01 CA CA002451085A patent/CA2451085A1/en not_active Abandoned
- 2002-07-01 JP JP2003510895A patent/JP2004532999A/ja active Pending
- 2002-07-01 EP EP02740182A patent/EP1405033A1/de not_active Withdrawn
-
2004
- 2004-01-06 US US10/752,129 patent/US7024780B2/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
See references of WO03004968A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2003004968A1 (de) | 2003-01-16 |
CN100504292C (zh) | 2009-06-24 |
JP2004532999A (ja) | 2004-10-28 |
US7024780B2 (en) | 2006-04-11 |
US20040154174A1 (en) | 2004-08-12 |
CA2451085A1 (en) | 2003-01-16 |
CN1535371A (zh) | 2004-10-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1405033A1 (de) | Verfahren und vorrichtung zum bestimmen der geradheit von führungsschienen | |
DE69101742T2 (de) | Schienenfahrzeug zum Messen von geometrischen Parametern des Gleises. | |
EP2024110B1 (de) | Vorrichtung zum messen der breite und/oder der bandlage eines metallbandes oder einer bramme | |
AT513697B1 (de) | Verfahren und Maschinensystem zum Positionieren zweier beweglicher Einheiten in einer Relativposition zueinander | |
DE19747872C2 (de) | System für die Vermessung von Schienen, insbesondere Laufschienen für Krane, Regalbediengeräte, Laufradblöcke | |
AT515208B1 (de) | Gleisbaumaschine zur Durchführung von Gleislagekorrekturen und Verfahren | |
EP3535456B1 (de) | Gleisbaumaschine mit gleislagemesssystem | |
EP2344286A1 (de) | Verfahren und vorrichtung zur ermittlung einer planheit eines metallbandes | |
EP2216441A2 (de) | Nivelliersystem für Bahntechnik | |
WO2015067381A1 (de) | Lattenrost-messvorrichtung | |
DE3243275A1 (de) | Messgeraet | |
EP2739935A1 (de) | Koordinatenmessgerät zur vermessung eines werkstückes | |
DE3444723C2 (de) | ||
DE2159134B2 (de) | Einrichtung zur interferometrischen messung der verschiebung eines schlittens | |
EP1288155B1 (de) | Verfahren und Vorrichtung zur Ermittlung des Zustandes eines Schienenstranges | |
EP3794308B1 (de) | Vorrichtung zur ermittlung einer ausrichtung von wenigstens einem objekt und verfahren zum relativen ausrichten von rollen | |
EP1184121B1 (de) | Verfahren und Vorrichtung zum Vermessen und Korrigieren des Spannungsprofils von Sägeblättern | |
AT516377B1 (de) | Biegevorrichtung mit Messeinrichtung | |
EP3302839B1 (de) | Verfahren zum schwenkbiegen | |
DE102008038496A1 (de) | Verfahren zur Ausrichtung von mindestens zwei miteinander korrespondierenden Flächen | |
DE3528047A1 (de) | Verfahren zum orten von unbekannten gegenstaenden | |
DE102016122482B4 (de) | Messanordnung und Messverfahren zur Ermittlung der Ausrichtung eines Messobjekts | |
DE102010019618A1 (de) | Vorrichtung und Verfahren zur Bestimmung der Welligkeit von Oberflächen | |
DE102016113959B4 (de) | Koordinatenmessgerät | |
DE4420293A1 (de) | Vorrichtung zur berührungslosen Bestimmung des Oberflächenprofils eines Werkstücks |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20040123 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR IE IT LI LU MC NL PT SE SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
REG | Reference to a national code |
Ref country code: HK Ref legal event code: DE Ref document number: 1065096 Country of ref document: HK |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20070131 |
|
REG | Reference to a national code |
Ref country code: HK Ref legal event code: WD Ref document number: 1065096 Country of ref document: HK |