CN204142237U - Suspension type total powerstation - Google Patents

Suspension type total powerstation Download PDF

Info

Publication number
CN204142237U
CN204142237U CN201420479319.2U CN201420479319U CN204142237U CN 204142237 U CN204142237 U CN 204142237U CN 201420479319 U CN201420479319 U CN 201420479319U CN 204142237 U CN204142237 U CN 204142237U
Authority
CN
China
Prior art keywords
transverse axis
pedestal
angular encoder
connects
axis angular
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
CN201420479319.2U
Other languages
Chinese (zh)
Inventor
刘雁春
孟强
刘雪
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 CN201420479319.2U priority Critical patent/CN204142237U/en
Application granted granted Critical
Publication of CN204142237U publication Critical patent/CN204142237U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of suspension type total powerstation, there is pedestal, described pedestal connects with fixed head, rotating with the top of housing below by vertical pivot of pedestal connects, arm is fixed with below top, transverse axis angular encoder is built-in with at top, Z-axis angular encoder is provided with in arm, control module, data processing module and battery and power supply unit, described transverse axis angular encoder and Z-axis angular encoder connect with control module respectively by data processing module, control module connects with aobvious control terminal, described arm lower end is connected to transverse axis, transverse axis is fixed with telescope observing unit, described telescope observing unit is by object lens, focus pack, eyepiece, crosshair graticule and laser ranging module composition, described laser ranging module connects with data processing module, be provided with alignment clamp on the top of telescope observing unit, the upper surface of described pedestal is provided with circular bubble, and described placed on top is provided with pipe level.

Description

Suspension type total powerstation
Technical field
The utility model relates to a kind of measurement mechanism, especially a kind of can omnibearing observation terrain object, the suspension type total powerstation that simple to operate, work efficiency is high.
Background technology
Total powerstation is one of common instrument of daily measurement, be made up of horizontal angle surveying system, vertical angle measuring system, level compensating system and range measurement system, there is the multiple uses such as measurement of angle, distance (oblique distance, flat distance, the discrepancy in elevation) measurement, three-dimensional coordinate measurement, tracerse survey, Cross location measurement and setting out survey.Existing total powerstation is seated in above tripod head type tripod when using, affect by its total powerstation structure and tripod head type tripod, the scope of the downward observed object of total powerstation telescope is restricted, generally immediately below have 60 ~ 70 degree conical " blind area ", greatly do not substantially increase measurement difficulty in causing total powerstation to use, reduce work efficiency.Especially carry out mountain valley, river irrigation canals and ditches, reservoir dam, colliery operation, high buildings and large mansions the low lying areas such as foundation construction, underground passage, underground shaft get a bird's eye view in the Surveying of Precise Control of formula field survey and manufacturing shop particularly outstanding, frequently can only change the position of total powerstation.
Summary of the invention
The utility model is the problems referred to above in order to solve existing for prior art, provide a kind of can omnibearing observation terrain object, the suspension type total powerstation that simple to operate, work efficiency is high.
Technical solution of the present utility model is: a kind of suspension type total powerstation, there is pedestal, described pedestal connects with fixed head, rotating with the top of housing below by vertical pivot of pedestal connects, arm is fixed with below top, transverse axis angular encoder is built-in with at top, Z-axis angular encoder is provided with in arm, control module, data processing module and battery and power supply unit, described transverse axis angular encoder and Z-axis angular encoder connect with control module respectively by data processing module, control module connects with aobvious control terminal, described arm lower end is connected to transverse axis, transverse axis is fixed with telescope observing unit, described telescope observing unit is by object lens, focus pack, eyepiece, crosshair graticule and laser ranging module composition, described laser ranging module connects with data processing module, be provided with alignment clamp on the top of telescope observing unit, the upper surface of described pedestal is provided with circular bubble, and described placed on top is provided with pipe level.
The utility model have employed suspension type project organization unlike the prior art, the telescope observing unit of total powerstation is made to be placed in instrument bottom, really achieve total powerstation nothing on a surface target " blind area " omnibearing observation, simplify the instrument centering of total powerstation, the high working link of instrument amount simultaneously, drastically increase the work efficiency of total station survey.Not only facilitate mountain valley, river irrigation canals and ditches, reservoir dam, colliery operation, high buildings and large mansions the low lying areas such as foundation construction, underground passage, underground shaft get a bird's eye view formula field survey, be also specially adapted to the Surveying of Precise Control of manufacturing shop.
Accompanying drawing explanation
Fig. 1,2,3 is structural representations of the utility model embodiment 1.
Fig. 4 is the partial structurtes schematic diagram of the utility model embodiment 1.
Fig. 5 is the use structural representation of the utility model embodiment.
Fig. 6,7,8 is structural representations of the utility model embodiment 2.
Fig. 9,10 is structural representations of the utility model embodiment 3.
Embodiment
Embodiment 1:
As shown in Figure 1,2,3, 4, have pedestal 1, pedestal 1 can be cylinder or prism, and pedestal 1 top is connected with fixed head 2 by three foot screws, and the centre of fixed head 2 is provided with screw hole.Circular bubble 3 is provided with at the upper surface of pedestal 1, rotating with the top 4-1 of housing 4 below by vertical pivot 5 of pedestal 1 connects, described housing 4 is made up of top 4-1 and the arm 4-2 that to be fixed on below the 4-1 of top right (or left) side, transverse axis angular encoder 6 is built-in with at top 4-1, pipe level 19 is provided with above the 4-1 of top, Z-axis angular encoder 7 is provided with in arm 4-2, control module 8, data processing module 9 and battery and power supply unit 11, described transverse axis angular encoder 6 and Z-axis angular encoder 7 connect with control module 8 respectively by data processing module 9, control module 8 connects with the aobvious control terminal 10 being fixed on arm 4-2 bottom outside, described arm 4-2 lower end is connected to transverse axis 12, transverse axis 12 is fixed with telescope observing unit 13, described telescope observing unit 13 is by object lens 14, focus pack 15, eyepiece 16, crosshair graticule 17 and laser ranging module 18 form, described laser ranging module 18 connects with data processing module 9, alignment clamp 20 is provided with on the top (or bottom) of telescope observing unit 13.
Described housing 4 rotates with the top 4-1 of housing 4 concrete structure connected by vertical pivot 5: vertical pivot 5 is made up of interior axle 5-1 and outer shaft 5-2, and outer shaft 5-2 is fixedly connected with pedestal 1, and interior axle 5-1 is fixedly connected with housing 4.Described transverse axis angular encoder 6 is made up of level code scale 6-1 and transverse axis angle reading device 6-2, level code scale 6-1 is fixedly connected with outer shaft 5-2, transverse axis angle reading device 6-2 is fixedly connected with (otherwise or) with interior axle 5-1, and both guarantees relatively rotate.
The course of work of embodiment 1 is as shown in Figure 5:
(1) instrument is settled.Screw or nut 41 is used fixed head 2 to be fixed on (or the roof of manufacturing in workshop) on the The Cloud Terrace 42 of traditional auxiliary triangle foot rest 40;
(2) centering.The utility model (suspension type total powerstation) is made to be placed in directly over survey mark point;
(3) measuring appratus is high.Measure the utility model (suspension type total powerstation) apart from the distance measuring surface mark point;
(4) flatten: adjustment angle spiral makes the bubble of level placed in the middle, first the rough bubble making circular bubble of adjusting is placed in the middle, and further accurate adjustment makes the bubble of pipe level placed in the middle;
(5) reading is sighted.When carrying out angle measurement and range finding, telescope observing unit 13 is used to measure.
Embodiment 2:
As shown in Fig. 6,7,8, basic structure is with embodiment 1, and difference is: interior axle 5-1 is fixedly connected with pedestal 1, and outer shaft 5-2 is fixedly connected with housing 4.Further, adopt two boom structure, be namely fixed with left side arm 4-3 in the relative side of right side arm 4-2.
Measuring method and principle are with embodiment 1.
Embodiment 3:
As shown in Fig. 9,10, basic structure is with embodiment 1, and difference is: fixed head 2 is ring-type, and fixed head 2 is placed in the below of pedestal 1.Top 4-1 is provided with communication module 21, and aobvious control terminal 10 is no longer located on arm 4-2, but independent setting, and connected with control module 8 is wired or wireless by communication module 21.
Measuring method and principle are substantially with embodiment 1.

Claims (1)

1. a suspension type total powerstation, it is characterized in that: have pedestal (1), described pedestal (1) connects with fixed head (2), rotating with the top (4-1) of housing (4) below by vertical pivot (5) of pedestal (1) connects, arm (4-2) is fixed with below top (4-1), transverse axis angular encoder (6) is built-in with at top (4-1), Z-axis angular encoder (7) is provided with in arm (4-2), control module (8), data processing module (9) and battery and power supply unit (11), described transverse axis angular encoder (6) and Z-axis angular encoder (7) connect with control module (8) respectively by data processing module (9), control module (8) connects with aobvious control terminal (10), described arm (4-2) lower end is connected to transverse axis (12), transverse axis (12) is fixed with telescope observing unit (13), described telescope observing unit (13) is by object lens (14), focus pack (15), eyepiece (16), crosshair graticule (17) and laser ranging module (18) composition, described laser ranging module (18) connects with data processing module (9), be provided with alignment clamp (20) on the top of telescope observing unit (13), the upper surface of described pedestal (1) is provided with circular bubble (3), and described top (4-1) is provided with pipe level (19) above.
CN201420479319.2U 2014-08-25 2014-08-25 Suspension type total powerstation Expired - Fee Related CN204142237U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420479319.2U CN204142237U (en) 2014-08-25 2014-08-25 Suspension type total powerstation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420479319.2U CN204142237U (en) 2014-08-25 2014-08-25 Suspension type total powerstation

Publications (1)

Publication Number Publication Date
CN204142237U true CN204142237U (en) 2015-02-04

Family

ID=52418918

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420479319.2U Expired - Fee Related CN204142237U (en) 2014-08-25 2014-08-25 Suspension type total powerstation

Country Status (1)

Country Link
CN (1) CN204142237U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035706A (en) * 2017-12-05 2018-05-15 西南石油大学 A kind of stable type three-dimensional stake holes detector

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035706A (en) * 2017-12-05 2018-05-15 西南石油大学 A kind of stable type three-dimensional stake holes detector

Similar Documents

Publication Publication Date Title
CN205532581U (en) Open caisson location automatic measuring device
CN204142253U (en) Duplex measurement instrument
CN108253946B (en) Multifunctional vertical measurement and connection measurement integrated three-dimensional coordinate transmission device and method
CN108316363B (en) Automatic monitoring system and method for horizontal displacement of foundation pit
CN205642376U (en) Novel equipment stand is used in survey and drawing
CN104631459A (en) Method for controlling pile body perpendicularity and pile top elevation during static pressuring pile construction
CN103344215A (en) Double-channel balance level
CN204142237U (en) Suspension type total powerstation
CN203422086U (en) Two-channel level gauge
CN205276482U (en) Ball -shaped steel support at measurable inclination
CN204040007U (en) Base-line method measures the aid of top, foundation ditch slope horizontal distortion
CN207335687U (en) Quickly heighten level ceremony measurement of higher degree device
CN104374378A (en) Method for observing surface subsidence deformation
CN104121897B (en) Satellite positioning surveys bar
CN207763695U (en) Can one man operation leveling device
CN204718599U (en) A kind of total powerstation
CN205228469U (en) Forestry geological compass appearance
CN206301043U (en) A kind of device for measuring overhead transmission line height
CN202382743U (en) Intersection cultellation rapid measurement tool
CN110017824B (en) Portable device for auxiliary measurement of hidden point plane coordinates and measurement method thereof
CN203405201U (en) Infrared aiming water level
CN203964916U (en) The satellite positioning surveys bar of handled easily
CN107831519B (en) A kind of coordinate measuring method and device of the GPS-RTK without satellite-signal point
CN204202565U (en) A kind of continuous casting machine fan-shaped segment saddle install pick-up unit
CN103523669A (en) Crane and method for measuring and calculating arm height of crane

Legal Events

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

Granted publication date: 20150204

Termination date: 20210825