CN201318935Y - Laser arch measuring instrument - Google Patents

Laser arch measuring instrument Download PDF

Info

Publication number
CN201318935Y
CN201318935Y CNU2008202109329U CN200820210932U CN201318935Y CN 201318935 Y CN201318935 Y CN 201318935Y CN U2008202109329 U CNU2008202109329 U CN U2008202109329U CN 200820210932 U CN200820210932 U CN 200820210932U CN 201318935 Y CN201318935 Y CN 201318935Y
Authority
CN
China
Prior art keywords
laser
measuring
arch
data processor
measuring instrument
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.)
Expired - Fee Related
Application number
CNU2008202109329U
Other languages
Chinese (zh)
Inventor
李代会
舒海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2008202109329U priority Critical patent/CN201318935Y/en
Application granted granted Critical
Publication of CN201318935Y publication Critical patent/CN201318935Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Length Measuring Devices By Optical Means (AREA)

Abstract

The utility model discloses a laser arch measuring instrument. A battery compartment and a level regulation and control mechanism are arranged on a supporting seat so as to overcome the defects of high measuring fatalness, high labor intensity, complex operation, low measuring accuracy, complicated measuring methods, heavy instruments and devices, time and energy wasting and the like resulted from that the measurement of the existing overhead and gantry cranes lacks an accurate laser measuring instrument. A laser arch measuring device connected with the battery compartment is arranged on a rotating platform of the supporting seat. The laser arch measuring device comprises a data processor, and a laser range finder and a slope angle sensor connected with the data processor. The laser arch measuring instrument is used for accurately measuring the camber, flexibility and lower flexibility of the girder of overhead and gantry cranes and the like. The laser arch measuring instrument has high measuring accuracy, no measuring blind area, safe and convenient operation, no aloftwork, simple structure, small volume, light weight and portability.

Description

The laser arch measurer
Technical field
The utility model relates to a kind of surveying instrument, is specially a kind of camber that is used for overhead and gantry cranes tool etc., goes up set-back, the laser arch measurer accurately measured of amount of deflection down.
Background technology
The overhead and gantry cranes camber is tested, being the examination project of stipulating in JB/T53442-29 " the general-purpose overhead crane product quality is graded " standard, also is the middle emphasis Interventions Requested of stipulating of " hoisting machinery supervisory quality inspection procedure " (promulgation in 2002 on October 8, of [2002] No. 296 literary compositions of state's quality inspection pot is carried out) that State Administration for Quality Supervision and Inspection and Quarantine formulates.The domestic existing method of inspection mainly contains steel wire method, spirit-leveling instrument method, the Laser straight line appearance method of drawing at present.Above-mentioned measuring method requires survey crew must carry instrument and equipment arrival measured position when measuring or scale, receiving target (sensor) etc. is placed the measured position, at first has certain danger (work high above the ground) for survey crew, and labour intensity is big, complex operation step, and certain limitation is arranged.Draw steel wire method measuring result error bigger, though and spirit-leveling instrument is measured more accurately, the measuring method complexity is subjected to the bearing vibration influence big, needs a plurality of survey crews, carry heavy instrument and equipment, and consuming time more.
The utility model content
The purpose of this utility model will overcome above-mentioned deficiency exactly, a kind of measuring accuracy height is provided, do not have to measure blind area, easy-to-operate, need not work high above the ground and simple in structure, volume is little, in light weight, the laser arch measurer that is easy to carry about with one.
For achieving the above object, the technical solution of the utility model is, this laser arch measurer comprises the bearing with rotation platform, battery compartment and horizontal regulating and controlling mechanism have been installed on described bearing, the Laser Measuring arch device that connects with this battery compartment has been installed on the rotation platform of described bearing, described Laser Measuring arch device comprises data processor, and the laser range finder and the obliquity sensor that connect with this data processor, and described data processor has data-storing module, computing module and display module.
The utility model has been installed battery compartment and horizontal regulating and controlling mechanism on described bearing, the Laser Measuring arch device that connects with this battery compartment has been installed on the rotation platform of described bearing, described Laser Measuring arch device comprises data processor, and the laser range finder and the obliquity sensor that connect with this data processor, described data processor has data-storing module, computing module and display module.
During measurement, at first the ground correct position places instrument below measured object, use the horizontal regulating and controlling mechanism on the bearing to transfer than the instrument level, use rotation platform rotation adjusting knob to regulate the motion track and the basic keeping parallelism of crane girder (can open about laser beam in case of necessity and proofread) of laser range finder, measure girder mid point (plumb bob point) then, left end, right-hand member 3 points, accurate distance that the automatic storage of instrument is 3 and two-end-point are with respect to the accurate deflection angle of pedal line, automatically calculate the height of 3 relative horizontal basic points, and compare, demonstrate tested camber of crane main girder at last.The lower flexibility of main girder measuring method is same as described above; A point is just surveyed in the measurement of last set-back less.
Compared with the prior art, the utility model measuring accuracy height does not have the blind area of measurement, need not work high above the ground during measurement, avoid the danger of work high above the ground, need not climb up girder, a people can operate separately and finish, can guarantee the survey crew personal safety, easy and safe to operate, and simple in structure, volume is little, in light weight, be easy to carry about with one.
Description of drawings
Fig. 1 is the utility model structural representation.
Among the figure, 1, battery compartment, 2, bearing, 3, horizontal regulating and controlling mechanism, 4, rotation platform, 5, data processor, 6, Laser Measuring arch device, 7, obliquity sensor, 8, laser range finder.
Embodiment
As shown in the figure, the utility model laser arch measurer comprises the bearing 2 with rotation platform 4, described bearing 2 has the battery compartment 1 and the horizontal regulating and controlling mechanism 3 of battery, the Laser Measuring arch device 6 that connects with this battery compartment 1 has been installed on the rotation platform 4 of described bearing 2, described Laser Measuring arch device 6 comprises data processor 5, and the laser range finder 8 and the obliquity sensor 7 that connect with this data processor 5, described data processor 5 has data-storing module, computing module and display module.
During measurement, adjust the level of bearing 2 earlier, after energized, laser range finder 8 is launched a branch of visible light beam, and obliquity sensor 7 will be worked as the top rake value through data processor 5 demonstration in real time on LCDs simultaneously.Adjust the angular deflection adjusting knob of Laser Measuring arch device 6, measure the distance and the angle of 3 at crane girder mid point (plumb bob point), left end, right-hand member respectively, and by storage key and calculation key storage and calculating, measured crane girder camber value will directly be presented on the LCDs of laser arch measurer.Can also measure the corresponding curvature value of set-back on the crane girder, following amount of deflection and other similar measured object with same method.
As measurement to overhead and gantry cranes girder camber:
At first the laser arch measurer is lain in a horizontal plane under the crane crossbeam mid point, regulate the horizontal regulating and controlling mechanism 3 on the bearing 2, eye-level bubble centering, make the instrument level, use the rotation adjusting knob of rotation platform 4 to adjust the motion track (swing guide groove) and the basic keeping parallelism of crane girder (can open about laser beam in case of necessity and proofread, the drop point of left and right sides end points laser beam gets final product in girder xsect same position substantially) that Laser Measuring is encircleed device 6 then." power supply " key opening power in the pressing function key, laser beam is aimed at girder mid point (plumb bob point, this moment, the instrument angles of display was 90 °) position, " measurement " key in the pressing function key, on the screen accurate distance and the level angle value (angle is 90 °) of display instrument to the girder mid point, " storage " key in the pressing function key is stored first group of measurement data in built-in data-storing module then; In kind surveying instrument is to distance and the level angle value and the storage of 2 of left ends, right-hand member, " calculating " key in the last pressing function key, the built-in computing module of instrument calculates girder mid point (plumb bob point), left end, right-hand member the height value and the discrepancy in elevation with respect to instrument basic point surface level automatically at 3, display module shows measurement result, promptly is the camber exact value of measured crane girder.As if result of calculation is a negative value, then the following amount of deflection of its this crane girder of absolute value representation.
Measuring method to set-back on the overhead and gantry cranes girder is measured with camber.

Claims (1)

1. laser arch measurer, comprise the have rotation platform bearing [2] of [4], it is characterized in that, battery compartment [1] and horizontal regulating and controlling mechanism [3] have been installed on described bearing [2], the Laser Measuring arch device [6] that connects with this battery compartment [1] has been installed on the rotation platform [4] of described bearing [2], described Laser Measuring arch device [6] comprises data processor [5], and laser range finder [8] that connects with this data processor [5] and obliquity sensor [7], described data processor [5] has data-storing module, computing module and display module.
CNU2008202109329U 2008-12-12 2008-12-12 Laser arch measuring instrument Expired - Fee Related CN201318935Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008202109329U CN201318935Y (en) 2008-12-12 2008-12-12 Laser arch measuring instrument

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008202109329U CN201318935Y (en) 2008-12-12 2008-12-12 Laser arch measuring instrument

Publications (1)

Publication Number Publication Date
CN201318935Y true CN201318935Y (en) 2009-09-30

Family

ID=41197699

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008202109329U Expired - Fee Related CN201318935Y (en) 2008-12-12 2008-12-12 Laser arch measuring instrument

Country Status (1)

Country Link
CN (1) CN201318935Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101915553A (en) * 2010-08-31 2010-12-15 武汉一冶钢结构有限责任公司 Simple precamber measuring method in steel box girder construction
CN102297667A (en) * 2011-05-03 2011-12-28 杭州电子科技大学 Laser detector circuit for crane
CN103217262A (en) * 2013-03-29 2013-07-24 国家电网公司 Device and method for testing board girder deflection of boiler
CN103954229A (en) * 2014-05-19 2014-07-30 中国矿业大学(北京) Underground chamber whole-section deformation automatic monitoring device and method involved in device
CN104634267A (en) * 2015-01-09 2015-05-20 河南省特种设备安全检测研究院 Camber measuring method of overhead and gantry crane and matched measuring device
CN107643072A (en) * 2017-10-12 2018-01-30 东南大学 A kind of bridge construction line style real-time monitoring device and method
CN109253716A (en) * 2017-07-12 2019-01-22 上海宝钢工业技术服务有限公司 The non-contact measurement apparatus and method of crossbeam amount of deflection

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101915553A (en) * 2010-08-31 2010-12-15 武汉一冶钢结构有限责任公司 Simple precamber measuring method in steel box girder construction
CN101915553B (en) * 2010-08-31 2011-11-30 武汉一冶钢结构有限责任公司 Simple precamber measuring method in steel box girder construction
CN102297667A (en) * 2011-05-03 2011-12-28 杭州电子科技大学 Laser detector circuit for crane
CN102297667B (en) * 2011-05-03 2012-11-28 杭州电子科技大学 Laser detector circuit for crane
CN103217262A (en) * 2013-03-29 2013-07-24 国家电网公司 Device and method for testing board girder deflection of boiler
CN103217262B (en) * 2013-03-29 2015-09-09 国家电网公司 Boiler girder deflection test method
CN103954229A (en) * 2014-05-19 2014-07-30 中国矿业大学(北京) Underground chamber whole-section deformation automatic monitoring device and method involved in device
CN104634267A (en) * 2015-01-09 2015-05-20 河南省特种设备安全检测研究院 Camber measuring method of overhead and gantry crane and matched measuring device
CN104634267B (en) * 2015-01-09 2018-06-08 河南省特种设备安全检测研究院 A kind of overhead and gantry cranes camber measuring method
CN109253716A (en) * 2017-07-12 2019-01-22 上海宝钢工业技术服务有限公司 The non-contact measurement apparatus and method of crossbeam amount of deflection
CN107643072A (en) * 2017-10-12 2018-01-30 东南大学 A kind of bridge construction line style real-time monitoring device and method

Similar Documents

Publication Publication Date Title
CN201318935Y (en) Laser arch measuring instrument
CN204388799U (en) A kind of supporting measurement mechanism of overhead and gantry cranes camber measuring method
CN104634267B (en) A kind of overhead and gantry cranes camber measuring method
CN108981580B (en) Online detection device and method for crane track
CN109072879B (en) Method and apparatus for weighing elongated objects
CN101852641A (en) Device for measuring and adjusting weight, center of gravity and rotary inertia of ship model
CN208059856U (en) Tunnel subsidence displacement monitor based on right angled triangle principle
CN213336076U (en) Vertical laser elevation transmission system
CN109581337A (en) A kind of laser radar optical calibrating device
CN107102645A (en) A kind of aspect adjusting means
CN205785097U (en) A kind of manual force application device for measuring material shear strain
CN111735636A (en) Dummy positioning device and dummy positioning method for automobile crash test
CN111721273A (en) Laser plumb line measuring device and laser plumb line measuring system
CN203349785U (en) Laser measurement device and system for adjustable propeller blade
CN106066163B (en) A kind of piler and the on-line monitoring method of stereo storage rack perpendicularity
CN205691095U (en) A kind of fluid pressure type laser level theodolite
CN203337459U (en) Metal wire length deformation measurement device
CN105180827A (en) Device for detecting crane main beam camber curve
CN108253949A (en) A kind of high level Super High squareness measurement controller
CN202041184U (en) Multi-parameter detection device for crane structure safety
KR20160000462U (en) Tilting Test Apparatus for shipbuilding
CN102322854B (en) Tunnel monitoring measuring point and TSP (Total Suspended Particulate) blasthole layout device and method
CN116448177A (en) Swivel bridge swivel construction monitoring system and construction method
CN108168525B (en) Horizontal pushing device for wall body gradient laser testing
CN203274740U (en) Inclined angle measuring instrument of electric power pole tower

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090930

Termination date: 20111212