CN204788388U - GPS measures room angle support device - Google Patents
GPS measures room angle support device Download PDFInfo
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- CN204788388U CN204788388U CN201520491669.5U CN201520491669U CN204788388U CN 204788388 U CN204788388 U CN 204788388U CN 201520491669 U CN201520491669 U CN 201520491669U CN 204788388 U CN204788388 U CN 204788388U
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- angle
- gps
- measurement
- room
- horizon bar
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Abstract
The utility model discloses a GPS measures room angle support device. Install this support device additional on GPS receiver centering rod, utilize the quick equidistance of support to measure the room angle point apart from the method of intersection, reach the purpose of accurate measurement room angular coordinate. This device main part is including fixing the horizon bar on GPS receiver centering rod, and rotatable locator card angle is installed to the front end of horizon bar. This device still includes montant and down tube, constitutes the right angle tripod with the horizon bar to fix on GPS receiver centering rod through the down tube. During the measurement, with locator card angle card by ell angle, horizontalization GPS receiver, record data, the dislocation is measured once again, obtains the intersection coordinate position data at this room angle promptly. This methods of measurement need not increase personnel, need not train yet, only requires the operator and marks down this code and measuring order, can accomplish the field operation. Compare that former measurement process is laborsaving to save time, efficiency improves. Owing to increased the secondary measurement, its measurement accuracy improves to some extent.
Description
Technical field
The utility model relates to the servicing unit that GPS measures, and especially relates to a kind of GPS and measures angle, room holder device.
Background technology
GPS technology is in survey field widespread use, and its unique advantage facilitates surveying and mapping technology and develops by leaps and bounds, and impels topographic efficiency greatly to improve.Application kinematic GPS technology equipment carries out topographical surveying, is grasped by vast surveying and mapping unit.But house measurement and cadastral survey real estate surveying are due to measuring method and thinking in topographical surveying, cannot measuring accuracy be met the requirements of and be subject to using restriction.
GPS is generally plate-like, and its bottom centre connects centering rod, and namely its geometric center is the center measured.Itself and measured point is only had to project to overlap surveyed coordinate data to be only accurately.When applying GPS receiver carries out house mapping, the contradiction that its measuring center cannot overlap with measuring point projection centre can be run into.Measuring general house can only lean against on angle, room by GPS, such one side body of wall has blocked most of satellite-signal, there is the error of more than half GPS diameter on the other hand, if GPS was lifted roof, instrument tilts to rock existed error equally.Some houses band eaves, does not have satellite-signal under eaves, cannot measure, and GPS was lifted roof eyesight and project, its error is larger.Current measuring method is especially not suitable with the accuracy requirement that the mapping of 1:500 large scale topographical map and cadastral survey and real estate surveying are measured house.
Summary of the invention
In view of above prior art Problems existing, the utility model provides a kind of GPS to measure angle, room holder device.GPS centering rod installs this holder device additional, utilizes support equidistant unambiguous range measurement room angle point fast, reach the object of Measurement accuracy room angular coordinate.
The technical scheme that the utility model is taked is: a kind of GPS measures angle, room holder device, it is characterized in that, described holder device comprises the horizon bar being fixed on the centering rod top that GPS connects, and the front end of horizon bar is provided with locator card angle by turning axle.
Holder device described in the utility model also comprises montant and brace, and the upper end of montant is fixedly connected with the rear end of horizon bar, is fixed on the centering rod of GPS connection simultaneously; The upper end of brace is fixed on the middle-end of horizon bar, and the lower end of brace is fixedly connected with the lower end of montant, is fixed on the centering rod of GPS connection simultaneously.
The beneficial effect that the utility model produces is: 1, this apparatus structure is simply light and handy, and main body is a tripod, or even a cantilever lever, is convenient for carrying.2, improve GPS room angular measurement precision, effectively cannot measure and become half directly measurement.3, the condition of GPS receiving satellite signal is improved.4, adopt this device, GPS leaves house high-wall, receiver can be made larger to empty open angle, can receive more satellite-signals.5, horizon bar can play stable centering rod effect, weakens centering rod and rocks, and makes GPS Received signal strength faster more accurate.6, angle, room can be blocked by quick position in locator card angle, and house re-entrant angle and the straight angle also can be measured in reversion locator card angle.
Accompanying drawing explanation
Fig. 1 is that the utility model GPS measures angle, room holder device stationary structure schematic diagram;
Fig. 2 is that the utility model GPS measures angle, room holder device telescopic structure schematic diagram;
Fig. 3 is that the utility model GPS measures angle, room holder device accordion structure schematic diagram;
Fig. 4 is that the utility model GPS measures angle, room holder device cantilever structure schematic diagram;
Fig. 5 is the vertical view of locator card angle part partial enlargement in Fig. 1, Fig. 2, Fig. 3, Fig. 4;
Fig. 6 is the side view of locator card angle part partial enlargement in Fig. 1, Fig. 2, Fig. 3, Fig. 4;
Fig. 7 is that in the utility model measuring method, 2 Distance Intersections calculate schematic diagram.In figure, arrow N represents north pointer direction, is the initial direction of grid azimuth α.
Embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Embodiment 1: with reference to Fig. 4, Fig. 5 and Fig. 6, this holder device is cantilever structure, comprise the horizon bar 1 being fixed on centering rod 6 top that GPS 5 connects, the front end of horizon bar 1 is provided with locator card angle 2 by turning axle, and locator card angle 2 can realize rotating.
Embodiment 2: with reference to Fig. 1, Fig. 5 and Fig. 6, this holder device is stationary structure, cantilevered agent structure is installed montant 3 and brace 4, montant 3 and brace 4 form firm right angle trigonometry type support with horizon bar 1, wherein, the upper end of montant 3 is fixedly connected with the rear end of horizon bar 1, simultaneously fixed by snap on the centering rod 6 of GPS 5 connection; Brace 4 is for support level bar 1, and its upper end is fixed on the middle-end of horizon bar 1, and lower end is fixedly connected with the lower end of montant 3, simultaneously fixed by snap on the centering rod 6 of GPS 5 connection.
Embodiment 3: with reference to Fig. 2, Fig. 5 and Fig. 6, this holder device is telescopic structure, and namely the front portion of horizon bar 1 is set to telescopic structure, and locator card angle 2 is arranged on the front end of expansion link 7, and expansion link 7 is fixed with pin after pulling out from horizon bar 1.
Embodiment 4: with reference to Fig. 3, Fig. 5 and Fig. 6, this holder device is accordion structure, and namely the front portion of horizon bar 1 is set to accordion structure, the front portion of horizon bar 1 is folding to be realized by folding shaft, is easy to carry.
The triangular form support of holder device is a right-angle triangle, and horizon bar is in horizontality when GPS centering rod bubble is placed in the middle, provides the horizontal range determined between angle, room and GPS.GPS is left angle, room and is carried out observing its signal block and greatly reduce.Its horizon bar of triangular form supporting structure can be fixed, can be telescopic, also can be collapsible, add measurement range, be convenient for carrying simultaneously.
Measuring method of the present utility model is: be first fixed on by holder device on the centering rod 6 of GPS 5.The initialization that GPS measures prepares identical with general measurement.Measuring process is also the same with general measure not to be changed, and just any is measured angle, room and makes order two-point measurement into.When starting to measure angle, room, locator card angle 2 is stuck in by ell angle, GPS handbook 8 input is different from the independent coding (the same with other measurement point, original attribute coding basis to specify a coding separately, is convenient to procedure identification process) of other terrain and its features coding.Then horizontalization GPS 5 and stable after, press and measure key and measure, record storage data after static solution, be now measured as first point of room angular measurement; Then the centering rod 6 of mobile GPS receivers 5 is measured once to new position again clockwise, and record storage data after static solution, be now measured as second point of room angular measurement, two measurement points constitute the equidistant plotted point at angle, a room.
It is to be noted that when second time is measured, the direction of mobile GPS receivers 5 will remain consistent, specifies the clockwise mobile GPS receivers 5 of relative room angle point herein.Keep the direction measuring mobile GPS receivers 5 for twice consistent, be make the direction of equidistant intersection measurement consistent, computing program can be made simple and direct, automatically identify and process, ensure that data processing completes fast.
The mathematical model formula of data processing be 2 equidistant intersections a bit, principle is as shown in Figure 7.
The following coordinate calculating room angular measurement plotted point according to formula of mathematical:
(1). establish A, B, P to be respectively the first measuring point, the second measuring point, room angular measurement plotted point;
X
a, X
b, Y
a, Y
bbe respectively X, the Y-coordinate of the first measuring point A, the second measuring point B;
Ask the first measuring point A to the azimuth angle alpha of the second measuring point B
aB:
Position angle is asked: α by two point coordinate
aB=(Y
b-Y
a)/(X
b-X
a)---------------1.
(2). ask the first measuring point A to the distance D of the second measuring point B
aB:
Distance is asked: D by two point coordinate
aB=
---------------2.
(3). ask the angle beta of the first measuring point A:
Angle is asked: β=arccos (1/2*D by 2. formula
aB/ D)---------------3.
3. in formula: D is that first length to the distance of plotted point, horizon bar, centering rod center are to the distance in axle center, locator card angle;
(4). finally obtain the coordinate X of room angular measurement plotted point
p, Y
p:
By 1. formula and 3. formula coordinates computed: X
p=X
a+ D*cos(α
aB+ β)
Y
P=Y
A+D*sin(α
AB+β)
After field data collection completes, data are processed, 2 room angular datas some rooms angular data is replaced, makes it to convert the form that can be utilized by Become the picture software to.Easy way is usage data handling procedure, filter according to coding and continuous sequence number and identify equidistant intersection measurement room angular data record, obtain room angular coordinate according to above-mentioned isosceles triangle computational mathematics formula, then put back to former data file by the coding at angle, general room.So far operating process terminates.
Measuring process of the present utility model and traditional measurement process change without large difference, do not need increase personnel, also do not need training, only require that operator writes down the order of this coding and measurement, can complete field operation.Although than conventional procedure many measurements point, cross roof than holding GPS high, laborsavingly saving time many, improve efficiency.Simultaneously owing to adding double measurement, its measuring accuracy increases.
Claims (3)
1. GPS measures angle, a room holder device, and it is characterized in that, described holder device comprises the horizon bar (1) being fixed on centering rod (6) top that GPS (5) connects, and the front end of horizon bar (1) is provided with locator card angle (2) by turning axle.
2. GPS according to claim 1 measures angle, room holder device, it is characterized in that: described holder device also comprises montant (3) and brace (4), montant (3) and brace (4) form triangular form support with described horizon bar (1), wherein, the upper end of montant (3) is fixedly connected with the rear end of horizon bar (1), is fixed on centering rod (6) that GPS (5) connects simultaneously; The upper end of brace (4) is fixed on the middle-end of horizon bar (1), and the lower end of brace (4) is fixedly connected with the lower end of montant (3), is fixed on centering rod (6) that GPS (5) connects simultaneously.
3. GPS according to claim 2 measures angle, room holder device, it is characterized in that: described horizon bar (1) is set to telescopic or collapsible.
Priority Applications (1)
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CN201520491669.5U CN204788388U (en) | 2015-07-09 | 2015-07-09 | GPS measures room angle support device |
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CN201520491669.5U CN204788388U (en) | 2015-07-09 | 2015-07-09 | GPS measures room angle support device |
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CN204788388U true CN204788388U (en) | 2015-11-18 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104949662A (en) * | 2015-07-09 | 2015-09-30 | 天津市地质工程勘察院 | GPS measurement house corner support device and measuring method thereof |
CN106595606A (en) * | 2016-03-17 | 2017-04-26 | 中国黄金集团内蒙古矿业有限公司 | Muckpile and scooping boundary measurement setting-out method |
CN108089208A (en) * | 2017-12-04 | 2018-05-29 | 汉勤汇科技(武汉)有限公司 | High-precision mapping equipment |
-
2015
- 2015-07-09 CN CN201520491669.5U patent/CN204788388U/en not_active Withdrawn - After Issue
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104949662A (en) * | 2015-07-09 | 2015-09-30 | 天津市地质工程勘察院 | GPS measurement house corner support device and measuring method thereof |
CN104949662B (en) * | 2015-07-09 | 2017-07-11 | 天津市地质工程勘察院 | A kind of GPS measurement room angle support devices and its measuring method |
CN106595606A (en) * | 2016-03-17 | 2017-04-26 | 中国黄金集团内蒙古矿业有限公司 | Muckpile and scooping boundary measurement setting-out method |
CN106595606B (en) * | 2016-03-17 | 2019-05-10 | 中国黄金集团内蒙古矿业有限公司 | A kind of quick-fried heap shovel dress boundary line surveying and locating method |
CN108089208A (en) * | 2017-12-04 | 2018-05-29 | 汉勤汇科技(武汉)有限公司 | High-precision mapping equipment |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20151118 Effective date of abandoning: 20170711 |
|
AV01 | Patent right actively abandoned |