CN205843652U - A kind of high equipment of survey based on laser mapping - Google Patents
A kind of high equipment of survey based on laser mapping Download PDFInfo
- Publication number
- CN205843652U CN205843652U CN201620448417.9U CN201620448417U CN205843652U CN 205843652 U CN205843652 U CN 205843652U CN 201620448417 U CN201620448417 U CN 201620448417U CN 205843652 U CN205843652 U CN 205843652U
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- CN
- China
- Prior art keywords
- emitter
- swingle
- horizontal stand
- survey
- high equipment
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- 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.)
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- Length Measuring Devices By Optical Means (AREA)
Abstract
The utility model discloses a kind of high equipment of survey based on laser mapping, including foot rest, horizontal stand, the first emitter, telescope, ball pivot, cable, swingle, the second emitter, level indicator and receptor, some foot rests are installed under described horizontal stand;Level indicator and support bar are installed on described horizontal stand, support bar connects swingle;One end of described swingle connects the first emitter, and the other end of swingle connects the second emitter;Described second transmitter front-end is provided with receptor, the second emitter be arranged above telescope;Described swingle is placed in parallel with horizontal stand, has rotary shaft, rotary shaft to be connected with the first emitter in swingle, and rotary shaft is outer to be connected with the second emitter.This utility model receives laser by using to launch, and utilizes geometrical principle to measure the height of building, it is achieved the detection to building, it is possible to quickly measure remote depth of building, and equipment is simple to operate, and efficiency is high.
Description
[technical field]
This utility model relates to the technical field of mapping equipment, a kind of skill surveying high equipment based on laser mapping
Art field.
[background technology]
Mapping is based on computer technology, photoelectric technology, network communications technology, space science, information science, with entirely
Ball alignment system (GPS), remote sensing (RS), GIS-Geographic Information System (GIS) are technological core, by existing for ground characteristic point and boundary line
Obtained figure and the positional information of reflection ground present situation by measurement means, for the planning and designing of engineering construction and administration it
With.
Existing mapping method mainly uses flight equipment to measure, and needs to shoot substantial amounts of picture, at the later stage
Reason synthesis, it is thus achieved that full and accurate data.It practice, relatively low to the measurement requirement of building in municipal works, general measure building
Highly, inclined degree.Regularly measure the sedimentation situation contributing to connecting building, make safety measure early.
[utility model content]
The purpose of this utility model solves the problems of the prior art exactly, proposes a kind of survey height based on laser mapping and sets
Standby, it is possible to quickly to measure remote depth of building, equipment is simple to operate, and efficiency is high.
For achieving the above object, the utility model proposes a kind of high equipment of survey based on laser mapping, including foot rest, water
Platform, the first emitter, telescope, ball pivot, cable, swingle, the second emitter, level indicator and receptor, described level
Some foot rests are installed under platform;Level indicator and support bar are installed on described horizontal stand, support bar connects swingle;Described
One end of swingle connects the first emitter, and the other end of swingle connects the second emitter;Described second transmitter front-end peace
Equipped with receptor, the second emitter be arranged above telescope;Described swingle is placed in parallel with horizontal stand, has in swingle
Rotary shaft, rotary shaft is connected with the first emitter, and rotary shaft is outer to be connected with the second emitter.
As preferably, described first emitter and the second emitter afterbody are provided with cable, and cable connects external electrical
Source;Described second emitter uses ball pivot to be connected with telescope.
As preferably, the quantity of described foot rest is three, and foot rest is evenly arranged in below horizontal stand, foot rest and horizontal stand it
Between use and be articulated and connected.
As preferably, described level indicator is bubble type cylinder level indicator, and level indicator is arranged on horizontal stand.
As preferably, in described rotary shaft, setting angle measures sensor, and sensor connects outside reading device.
As preferably, the high equipment of described survey is placed on ground, building front to be measured, the second emitter emission level
Line, the first emitter is launched the high line of survey and surveys bottom line;Reflecting plate is installed additional on described building.
The beneficial effects of the utility model: this utility model receives laser by using to launch, and utilizes geometrical principle to measure
The height of building, it is achieved the detection to building.Regularly detection obtains the sedimentation variation tendency of building, conveniently finds early
Problem.Can quickly measure remote depth of building, equipment is simple to operate, and efficiency is high.
Feature of the present utility model and advantage will combine accompanying drawing by embodiment and be described in detail.
[accompanying drawing explanation]
Fig. 1 is a kind of schematic perspective view surveying high equipment based on laser mapping of this utility model;
Fig. 2 is a kind of instrumentation plan surveying high equipment based on laser mapping of this utility model.
In figure: 1-foot rest, 2-horizontal stand, 3-the first emitter, 4-telescope, 5-ball pivot, 6-cable, 7-swingle,
8-the second emitter, 9-level indicator, 10-receptor, 11-building, 12-survey high line, 13-horizontal line, 14-reflecting plate, 15-survey
Bottom line, 16-survey high equipment.
[detailed description of the invention]
Refering to Fig. 1, Fig. 2, this utility model high equipment of a kind of survey based on laser mapping, including foot rest 1, horizontal stand 2,
One emitter 3, telescope 4, ball pivot 5, cable 6, swingle the 7, second emitter 8, level indicator 9 and receptor 10, described water
Platform is provided with some foot rests 1 for 2 times;On described horizontal stand 2, level indicator 9 and support bar are installed, support bar connect and rotates
Bar 7;One end of described swingle 7 connects the first emitter 3, and the other end of swingle 7 connects the second emitter 8;Described second
Emitter 8 front end is provided with receptor 10, the second emitter 8 be arranged above telescope 4;Described swingle 7 and horizontal stand 2
Being placed in parallel, have rotary shaft, rotary shaft to be connected with the first emitter 3 in swingle 7, rotary shaft is outer to be connected with the second emitter 8.
Described first emitter 3 and the second emitter 8 afterbody are provided with cable 6, and cable 6 connects external power source;Described second
Emitter 8 uses ball pivot 5 to be connected with telescope 4.The quantity of described foot rest 1 is three, and foot rest 1 is evenly arranged in horizontal stand 2 times
Side, uses between foot rest 1 and horizontal stand 2 and is articulated and connected.Described level indicator 9 is bubble type cylinder level indicator, and level indicator 9 is arranged on
On horizontal stand 2.In described rotary shaft, setting angle measures sensor, and sensor connects outside reading device.The high equipment of described survey
16 are placed on ground, building 11 front to be measured, the second emitter 8 emission level line 13, and survey height launched by the first emitter 3
Line 12 and survey bottom line 15;Reflecting plate 14 is installed additional on described building 11.
Utility model works process:
This utility model high equipment of a kind of survey based on laser mapping in the course of the work, first carries out initializing location.
High equipment 16 of surveying is being placed apart from the ground of building 11 certain distance to be measured by a testing staff, adjustment foot rest 1, observe water
Level 9 situation, until horizontal stand 2 is in perfectly level state.Open the second emitter 8 to switch, launch laser to building 11
Signal, laser projections is on building 11.Another testing staff places reflecting plate 14 at laser projections point, adjusts reflecting plate 14
Inclination angle, until laser beam returns along original optical path, receptor 10 obtains the signal of return.Adjust the position of the first emitter 3,
Rotating to and the position of the second emitter 8 horizontal parallel, now the laser projections point of the first emitter 3 is also on reflecting plate 14.
Initialize complete, close emitter, enter measurement links.Reopening the second emitter 8, Laser emission also returns, receptor
10 obtain signal.The time data launched and receive is passed to the computer of outside by the data wire in cable 6, and calculating records
Survey the distance of high equipment 16 and building 11.Rotate the first emitter 3, until the laser beam of the first emitter 3 is at building
11 tops or bottom, obtain successively and survey high line 12 and survey bottom line 15.Angle measuring sensor record in swingle 7 rotates
Angle value, data value is sent to outer computer.Computer, according to distance and angle value, calculates one group of height of building
Value.In initializing and measuring, the operator of equipment observe the transmitting situation of laser beam by telescope 4, telescope 4 with
Second emitter 8 uses ball pivot 5 to connect, and can meet the rotation of various angle.After recording one group of altitude information, the high equipment of mobile survey
The position of 16, repeats above operation.After obtaining multi-group data, comprehensively analyze, obtain the height value of building to be measured.
This utility model, receives laser by using to launch, and utilizes geometrical principle to measure the height of building, it is achieved to building
The detection of thing.Regularly detection obtains the sedimentation variation tendency of building, conveniently pinpoints the problems early.Can quickly measure long distance
From depth of building, equipment is simple to operate, and efficiency is high.
Above-described embodiment is to explanation of the present utility model, is not to restriction of the present utility model, any new to this practicality
Scheme after type simple transformation belongs to protection domain of the present utility model.
Claims (6)
1. the high equipment of survey based on laser mapping, it is characterised in that: include foot rest (1), horizontal stand (2), the first emitter
(3), telescope (4), ball pivot (5), cable (6), swingle (7), the second emitter (8), level indicator (9) and receptor
(10), some foot rests (1) are installed under described horizontal stand (2);Level indicator (9) is installed on described horizontal stand (2) and supports
Bar, support bar connects swingle (7);One end of described swingle (7) connects the first emitter (3), another of swingle (7)
End connects the second emitter (8);Described second emitter (8) front end is provided with receptor (10), the top of the second emitter (8)
Telescope (4) is installed;Described swingle (7) is placed in parallel with horizontal stand (2), has rotary shaft in swingle (7), rotary shaft with
First emitter (3) is connected, and rotary shaft is outer to be connected with the second emitter (8).
A kind of high equipment of survey based on laser mapping, it is characterised in that: described first emitter
(3) and the second emitter (8) afterbody is provided with cable (6), and cable (6) connects external power source;Described second emitter (8)
Ball pivot (5) is used to be connected with telescope (4).
A kind of high equipment of survey based on laser mapping, it is characterised in that: the number of described foot rest (1)
Amount is three, and foot rest (1) is evenly arranged in horizontal stand (2) lower section, uses and be articulated and connected between foot rest (1) and horizontal stand (2).
A kind of high equipment of survey based on laser mapping, it is characterised in that: described level indicator (9) is
Bubble type cylinder level indicator, level indicator (9) is arranged on horizontal stand (2).
A kind of high equipment of survey based on laser mapping, it is characterised in that: install in described rotary shaft
Angle measuring sensor, sensor connects outside reading device.
A kind of high equipment of survey based on laser mapping, it is characterised in that: the high equipment of described survey (16)
Being placed on building (11) ground, front to be measured, the second emitter (8) emission level line (13), the first emitter (3) is sent out
Penetrate the high line of survey (12) and survey bottom line (15);Reflecting plate (14) is installed additional on described building (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620448417.9U CN205843652U (en) | 2016-05-17 | 2016-05-17 | A kind of high equipment of survey based on laser mapping |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620448417.9U CN205843652U (en) | 2016-05-17 | 2016-05-17 | A kind of high equipment of survey based on laser mapping |
Publications (1)
Publication Number | Publication Date |
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CN205843652U true CN205843652U (en) | 2016-12-28 |
Family
ID=57628799
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620448417.9U Expired - Fee Related CN205843652U (en) | 2016-05-17 | 2016-05-17 | A kind of high equipment of survey based on laser mapping |
Country Status (1)
Country | Link |
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CN (1) | CN205843652U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109163713A (en) * | 2018-09-17 | 2019-01-08 | 厦门精图信息技术有限公司 | A kind of novel unmanned plane mapping system |
CN109959369A (en) * | 2019-05-05 | 2019-07-02 | 武汉珞珈新空科技有限公司 | A kind of efficient laser mapping method based on municipal works |
CN110879054A (en) * | 2019-11-28 | 2020-03-13 | 江苏盐西房地产开发有限公司 | Land planning measurer based on laser mapping |
-
2016
- 2016-05-17 CN CN201620448417.9U patent/CN205843652U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109163713A (en) * | 2018-09-17 | 2019-01-08 | 厦门精图信息技术有限公司 | A kind of novel unmanned plane mapping system |
CN109163713B (en) * | 2018-09-17 | 2024-03-26 | 厦门精图信息技术有限公司 | Novel unmanned aerial vehicle survey and drawing system |
CN109959369A (en) * | 2019-05-05 | 2019-07-02 | 武汉珞珈新空科技有限公司 | A kind of efficient laser mapping method based on municipal works |
CN110879054A (en) * | 2019-11-28 | 2020-03-13 | 江苏盐西房地产开发有限公司 | Land planning measurer based on laser mapping |
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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: 20161228 Termination date: 20190517 |