CN208026870U - One kind being based on GNSS scanning and measuring apparatus - Google Patents

One kind being based on GNSS scanning and measuring apparatus Download PDF

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Publication number
CN208026870U
CN208026870U CN201820438026.8U CN201820438026U CN208026870U CN 208026870 U CN208026870 U CN 208026870U CN 201820438026 U CN201820438026 U CN 201820438026U CN 208026870 U CN208026870 U CN 208026870U
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China
Prior art keywords
gnss
target
scanning
pedestal
telescopic rod
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CN201820438026.8U
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Inventor
王研
何军
张晓林
李相庭
马健钧
崔立水
侯大勇
曹亮
许崇良
李晓飞
王鹏
胡伟民
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Xian Changqing Technology Engineering Co Ltd
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Xian Changqing Technology Engineering Co Ltd
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Abstract

The utility model belongs to target coordinate measuring set technical field, it being based on GNSS scanning and measuring apparatus more particularly to one kind, including GNSS receiver, telescopic rod, target, pedestal, tripod and 360 ° of prisms, top, top, middle part and the bottom end of the telescopic rod be sequentially connected GNSS receiver, 360 ° of prisms, target and pedestal top, the top of the bottom end connection tripod of pedestal, it solves in the prior art when carrying out petroleum and petrochemical industry engineering scanning survey, it need to carry out in two steps, scanning target is laid first, and target is scanned in scanning process;Later stage lays prism or GNSS receiver again in target placement, the measurement of coordinate is realized using total powerstation or GNSS, it cannot once realize the problem of target point cloud acquisition and GNSS coordinate measure, the utility model is after flattening and constant is added and subtracted, the coordinate data that GNSS receiver obtains is the coordinate data of spherical target, simple and convenient, accurate easy.

Description

One kind being based on GNSS scanning and measuring apparatus
Technical field
The utility model belongs to target coordinate measuring set technical field, and in particular to one kind is filled based on GNSS scanning surveys It sets.
Background technology
GNSS (Global Navigation Satellite System, Global Navigation Satellite System) refers to all defend Star navigation system, including it is the whole world, region and enhancing, such as the GPS in the U.S., the Glonass of Russia, Europe Galileo, Chinese Beidou satellite navigation system, and relevant enhancing system.Global Navigation Satellite System (GNSS) to GNSS receivers provide the ability that its position is determined based on the positioning signal transmitted from GNSS satellites.The position is according to warp For degree, latitude and height, and it is accurate to several meters or even several centimetres.
GNSS receivers have become very for surveying, positioning, navigating, tracking, periodically with the civilian of many other purposes Generally.Unfortunately, the property of GNSS signals and GNSS receivers be (at least in terms of civilian visual angle) they it is very weak and Interference, deception (such as providing spurious signal or information to prevent to determine positioning), interference and other destroy is highly susceptible to (to dislike Meaning or it is unintentional) etc. can damage easily reach GNSS receivers signal integrality or produced by GNSS receivers The influence of the behavior of raw positioning output.In an increasingly crowded broadcast spectrum and increasingly brilliant and ambitious hacker's generation In boundary, such damage of GNSS signal integrities is likely to increase.This may cause GNSS receivers that can not track to defend Star, or the positioning that GNSS receivers may be caused to provide mistake in the case of deception or weak jamming export.
Global navigation satellite technology (GNSS) has many advantages, such as to lay convenient, at low cost, stable accuracy.Especially with The maturation of GNSS precision positioning technologies (including RTK and PPP etc.), GNSS are able to gradually be applied to above-mentioned deformation monitoring neck Domain.But there are measurement noises that big, dynamic accuracy declines, Yi Shougan for G N S S receivers Disturb with the limitations such as real-time difference, therefore it is (practical when the structure monitored drastic mechanical deformation occurs or destroys When being often most critical in), GNSS can not just be competent at.
When three dimension laser scanning surreying, scanning target need to be laid present, the later stage realizes that multistation scans according to public target The splicing of data needs the data translocation of collection in worksite it is right to meet country into engineering coordinate system sometimes in practical engineering application The management requirement of engineering survey coordinate system.
It at present when carrying out petroleum and petrochemical industry engineering scanning survey, need to carry out in two steps, lay scanning target first, Target is scanned in scanning process;Later stage lays prism or GNSS receiver again in target placement, uses total powerstation Or GNSS realizes the measurement of coordinate, with GNSS develop it is increasingly mature and universal, when in-site measurement mostly use greatly GNSS technologies into Therefore row need to consider the device that a set of collection target point cloud acquisition and GNSS coordinate measure, and in location satellite poor signal or have When the region blocked, ensure disposable realization above-mentioned requirements.
Utility model content
The purpose of the utility model is to overcome when carrying out petroleum and petrochemical industry engineering scanning survey, need to be divided to two in the prior art Step carries out, and lays scanning target first, is scanned to target in scanning process;Later stage lays rib again in target placement Mirror or GNSS receiver realize the measurement of coordinate using total powerstation or GNSS, cannot once realize target point cloud acquisition and GNSS coordinate measures, while in location satellite poor signal or when having the region blocked, in the premise for ensuring measurement result precision Under, the problem of cannot disposably realizing above-mentioned requirements.
For this purpose, the utility model provide it is a kind of be based on GNSS scanning and measuring apparatus, including GNSS receiver, telescopic rod, Target, pedestal, tripod and 360 ° of prisms, top, top, middle part and the bottom end of the telescopic rod be sequentially connected GNSS receiver, The top of 360 ° of prisms, target and pedestal, the top of the bottom end connection tripod of pedestal.
The target is spherical target, and spherical target includes two hemispherical targets, and two hemispherical targets are symmetrical It is connected on telescopic rod and the spherical vertical central shaft of target and the vertical center overlapping of axles of telescopic rod.
Described based on GNSS scanning and measuring apparatus further includes bolt connection piece, and the horizontal centre axis direction of target opens up logical Hole, mounting hole is opened up in the middle part of telescopic rod, and bolt connection piece passes through through-hole and mounting hole that target is connected on telescopic rod.
The pedestal further includes round level bubble, and round level bubble is installed on the top of pedestal.
The telescopic rod includes interior bar, outer bar and knob, and by knob pivot bush unit in outer bar, mounting hole opens up interior bar In interior bar, the top center of the bottom connection pedestal of outer bar.
The outer bar is rigid connection with pedestal.
The GNSS receiver is connected with telescopic rod by internal thread.
Graduated scale can be set on the telescopic rod.
A kind of application method based on GNSS scanning and measuring apparatus, includes the following steps:
1)Put tripod:According to the laying requirement of target, tripod is positioned over position to be measured;
2)Installation pedestal:The bottom of telescopic rod is connected to the center of Chuck top first, then pedestal is installed On tripod;
3)Target and 360 ° of prisms are installed:Pedestal is adjusted up to round level bubble is placed in the middle, 360 ° of prisms are mounted on and are stretched The middle part that target is fixed on telescopic rod by part is bolted in the top of contracting bar;
4)GNSS receiver is installed:GNSS receiver is mounted on to the top of telescopic rod by internal thread.
The beneficial effects of the utility model:It is provided by the utility model this based on GNSS scanning and measuring apparatus, the present apparatus On the basis of conventional tripod, the pedestal used measurement is improved, a piece contraction pole of connection at the top of pedestal, in contraction pole Portion position installs a target additional, and a GNSS receiver is installed at the top of contraction pole, and 360 ° of prisms, warp are installed in contraction pole top After crossing leveling and constant plus-minus, the coordinate data that GNSS receiver obtains is the coordinate data of target, the center of target, GNSS The center of receiver and the center of 360 ° of prisms overlap, and when local satellite-signal is bad or has the region blocked, 360 ° of prisms can Auxiliary solves, and GNSS receivers, round target and 360 ° of prisms are carried out integrated design by the utility model, realize three classes letter Breath fusion to the greatest extent, avoid three respectively disadvantage while by them the advantages of play to best, it is simple and convenient, accurate easily Row.
Description of the drawings
The utility model is described in further details below with reference to attached drawing.
Fig. 1 is the structural schematic diagram based on GNSS scanning and measuring apparatus.
Reference sign:1, GNSS receiver;2, bolt connection piece;3, telescopic rod;4, target;5, knob;6, circle water Quasi- bubble;7, pedestal;8, tripod;9, outer bar;10, through-hole;11, mounting hole;12, interior bar;13,360 ° of prisms.
Specific implementation mode
Embodiment 1:
One kind being based on GNSS scanning and measuring apparatus, including GNSS receiver 1, telescopic rod 3, target 4, pedestal 7,8 and of tripod 360 ° of prisms 13, top, top, middle part and the bottom end of the telescopic rod 3 are sequentially connected 1,360 ° of prism 13 of GNSS receiver, mark The top of target 4 and pedestal 7, the top of the bottom end connection tripod 8 of pedestal 7.
Embodiment 2:
As shown in Figure 1, a kind of being based on GNSS scanning and measuring apparatus, including GNSS receiver 1, telescopic rod 3, target 4, pedestal 7, tripod 8 and 360 ° of prisms 13, top, top, middle part and the bottom end of the telescopic rod 3 are sequentially connected 1,360 ° of GNSS receiver The top of prism 13, target 4 and pedestal 7, the top of the bottom end connection tripod 8 of pedestal 7.
Tripod 8 and GNSS receiver 1 are the prior art, and not described in detail herein, the present apparatus is on conventional 8 basis of tripod On, the pedestal 7 used measurement is improved, and 7 top of pedestal connects a contraction pole 3, and 3 medium position of contraction pole installs one additional A GNSS receiver 1 is installed at a target 4,3 top of contraction pole, and 360 ° of prisms 13 are installed on 3 top of contraction pole, by leveling After being added and subtracted with constant, the coordinate data that GNSS receiver 1 obtains is the coordinate data of target 4, and the center of target 4, GNSS connect The center of receipts machine 1 and the center of 360 ° of prisms 13 are overlapped when local satellite-signal is bad or has the region blocked, and 360 ° of prisms can Auxiliary solves, and 360 ° of prisms are existing prism, its structure is not described in detail at this, the utility model by GNSS receivers, Round target and 360 ° of prisms carry out integrated design, realize that three category informations merge to the greatest extent, avoid three's respectively disadvantage While by them the advantages of play to best, it is simple and convenient, accurate easy.
Embodiment 3
On the basis of embodiment 1, the target 4 is spherical target, and spherical target includes two hemispherical targets, two Hemispherical target is symmetrically connected on telescopic rod 3 and the vertical central shaft weight of the vertical central shaft and telescopic rod 3 of spherical target It closes.Spherical target 4 make multistation point data quick high accuracy be spliced into order to may, asked automatically by station scans data each other Go out centre point, it is more accurate compared to the data of other targets fitting to carry out quickly and effectively website splicing.
Described based on GNSS scanning and measuring apparatus further includes bolt connection piece 2, and the horizontal centre axis direction of target 4 opens up logical The middle part in hole 10, telescopic rod 3 opens up mounting hole 11, and bolt connection piece 2 passes through through-hole 10 and mounting hole 11 to be connected to target 4 and stretch On contracting bar 3.Being bolted has the advantages that simple in structure, connection is reliable, is convenient to mount and dismount, and bolt connection piece is screw rod and screw.
The pedestal 7 further includes round level bubble 6, and round level bubble 6 is installed on the top of pedestal 7.9 bottom of telescopic rod with Pedestal 7 is fixed together, and the vertical of telescopic rod 9 is realized by the round level bubble 6 installed above of pedestal 7.
The telescopic rod 3 includes interior bar 12, outer bar 9 and knob 5, interior bar 12 by 5 pivot bush unit of knob in outer bar 9, Mounting hole 11 is opened in interior bar 12, the top center of the bottom connection pedestal 7 of outer bar 9.It is adjusted, be may be implemented by knob 5 Telescopic rod is freely lifted, and is freely lifted GNSS receiver 1 to play, easy to use, strong applicability.
The outer bar 9 is rigid connection with pedestal 7.It is connected to what outer bar 9 was stablized on pedestal 7, it is ensured that overall structure is steady It is fixed, while improving measurement accuracy.
The GNSS receiver 1 is connected with telescopic rod 3 by internal thread.GNSS receiver 1 is tightened on by internal thread flexible 3 top of bar has the advantages that simple in structure, connection is reliable, is convenient to mount and dismount.
Graduated scale can be set on the telescopic rod 3.Graduated scale is millimeter graduated scale, and observer can read in real time.
Embodiment 4
A kind of application method based on GNSS scanning and measuring apparatus, includes the following steps:
1)Put tripod 8:According to the laying requirement of target 4, tripod 8 is positioned over position to be measured;
2)Installation pedestal 7:The bottom of telescopic rod 3 is connected to the center on 7 top of pedestal first, then by pedestal 7 On tripod 8;
3)Target 4 and 360 ° of prisms 13 are installed:Pedestal 7 is adjusted until between two parties by round level bubble 6,360 ° of prisms 13 are pacified Mounted in the top of telescopic rod 3, the middle part that target 4 is fixed on telescopic rod 3 by part 2 is bolted;
4)GNSS receiver 1 is installed:GNSS receiver 1 is mounted on to the top of telescopic rod 3 by internal thread.
This application method based on GNSS scanning surveys provided by the utility model overcomes and is carrying out stone in the prior art It when oily petrochemical industry project scanning survey, need to carry out in two steps, cannot once realize that target point cloud acquisition and GNSS coordinate measure, It, cannot be disposable under the premise of ensuring measurement result precision simultaneously in location satellite poor signal or when having the region blocked The problem of realizing above-mentioned requirements;It realizes that the phase center of 4 center of spherical target, GNSS receiver 1 and 360 ° of prisms overlaps, passes through Leveling and constant plus-minus after, GNSS receiver obtain coordinate data be target coordinate data, when local satellite-signal not Good or have the region blocked, 360 ° of prisms that can assist solving, the utility model is by GNSS receivers, round target and 360 ° of ribs Mirror carries out integrated design, realizes that three category informations merge to the greatest extent, avoid three respectively disadvantage while by the excellent of them Point is played to best, simple and convenient, accurate easy.
In the description of the utility model, it is to be understood that if having term "upper", " in ", the orientation of instructions such as "lower" or Position relationship is to be based on the orientation or positional relationship shown in the drawings, and not indicating or implying the indicated device or element must have There is specific orientation, with specific azimuth configuration and operation, therefore the being given for example only property of term of position relationship described in attached drawing Illustrate, should not be understood as the limitation to this patent.
It is exemplified as above be only to the utility model for example, not constituting to the scope of protection of the utility model Limitation, it is every to be belonged within the scope of protection of the utility model with the same or analogous design of the utility model.

Claims (8)

1. one kind being based on GNSS scanning and measuring apparatus, it is characterised in that:Including GNSS receiver(1), telescopic rod(3), target (4), pedestal(7), tripod(8)With 360 ° of prisms(13), the telescopic rod(3)Top, top, middle part and bottom end be sequentially connected GNSS receiver(1), 360 ° of prisms(13), target(4)And pedestal(7)Top, pedestal(7)Bottom end connect tripod(8)'s Top.
2. being based on GNSS scanning and measuring apparatus as described in claim 1, it is characterised in that:The target(4)For spherical target, Spherical target includes two hemispherical targets, and two hemispherical targets are symmetrically connected in telescopic rod(3)Upper and spherical target Vertical central shaft and telescopic rod(3)Vertical center overlapping of axles.
3. being based on GNSS scanning and measuring apparatus as claimed in claim 2, it is characterised in that:It is described to be filled based on GNSS scanning surveys It further includes bolt connection piece to set(2), target(4)Horizontal centre axis direction open up through-hole(10), telescopic rod(3)Middle part open up Mounting hole(11), bolt connection piece(2)Across through-hole(10)And mounting hole(11)By target(4)It is connected to telescopic rod(3)On.
4. being based on GNSS scanning and measuring apparatus as claimed in claim 3, it is characterised in that:The pedestal(7)Further include round water Quasi- bubble(6), round level bubble(6)It is installed on pedestal(7)Top.
5. being based on GNSS scanning and measuring apparatus as claimed in claim 4, it is characterised in that:The telescopic rod(3)Including interior bar (12), outer bar(9)And knob(5), interior bar(12)Pass through knob(5)Pivot bush unit is in outer bar(9)It is interior, mounting hole(11)It is opened in Interior bar(12)On, outer bar(9)Bottom connect pedestal(7)Top center.
6. being based on GNSS scanning and measuring apparatus as claimed in claim 5, it is characterised in that:The outer bar(9)With pedestal(7)For Rigid connection.
7. being based on GNSS scanning and measuring apparatus as claimed in claim 6, it is characterised in that:The GNSS receiver(1)With stretch Contracting bar(3)It is connected by internal thread.
8. being based on GNSS scanning and measuring apparatus as claimed in claim 7, it is characterised in that:The telescopic rod(3)On can be arranged Graduated scale.
CN201820438026.8U 2018-03-29 2018-03-29 One kind being based on GNSS scanning and measuring apparatus Active CN208026870U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108333599A (en) * 2018-03-29 2018-07-27 西安长庆科技工程有限责任公司 One kind being based on GNSS scanning and measuring apparatus and application method
CN111238453A (en) * 2018-11-28 2020-06-05 赫克斯冈技术中心 Intelligent positioning module
CN111712735A (en) * 2019-07-18 2020-09-25 深圳市大疆创新科技有限公司 Base station, image control point positioning method, electronic device, and computer-readable medium
CN114459444A (en) * 2022-02-28 2022-05-10 上海市基础工程集团有限公司 Device and method for rapidly measuring outdoor hidden point by using RTK (real-time kinematic)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108333599A (en) * 2018-03-29 2018-07-27 西安长庆科技工程有限责任公司 One kind being based on GNSS scanning and measuring apparatus and application method
CN111238453A (en) * 2018-11-28 2020-06-05 赫克斯冈技术中心 Intelligent positioning module
US11486704B2 (en) 2018-11-28 2022-11-01 Hexagon Technology Center Gmbh Intelligent positioning module
CN111238453B (en) * 2018-11-28 2023-09-05 赫克斯冈技术中心 Intelligent positioning module
CN111712735A (en) * 2019-07-18 2020-09-25 深圳市大疆创新科技有限公司 Base station, image control point positioning method, electronic device, and computer-readable medium
WO2021007855A1 (en) * 2019-07-18 2021-01-21 深圳市大疆创新科技有限公司 Base station, photo-control-point positioning method, electronic device and computer readable medium
CN114459444A (en) * 2022-02-28 2022-05-10 上海市基础工程集团有限公司 Device and method for rapidly measuring outdoor hidden point by using RTK (real-time kinematic)

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