CN106840124B - A method of for skyscraper rapid survey setting-out - Google Patents
A method of for skyscraper rapid survey setting-out Download PDFInfo
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- CN106840124B CN106840124B CN201710204015.3A CN201710204015A CN106840124B CN 106840124 B CN106840124 B CN 106840124B CN 201710204015 A CN201710204015 A CN 201710204015A CN 106840124 B CN106840124 B CN 106840124B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
- G01S19/14—Receivers specially adapted for specific applications
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- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Computer Networks & Wireless Communication (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides a kind of method for skyscraper rapid survey setting-out, first the place of spaciousness sets up GPS-RTK base station on construction ground, robot measurement is set up in construction floor middle position, at least four control points are set using the survey of GPS-RTK rover station on construction floor periphery, then the coordinate at each control point is transferred to robot measurement, complete Free Station orientation works, finally utilize BIM technology, the locations of structures for obtaining needing setting-out floor completes the setting-out of floor master control axis and works formwork erection line by robot measurement.Operation of the present invention is simple, easy to use, it is truly realized the automation of construction, with no paper, visual three-dimensional lofting, improve the setting-out efficiency and oxygen evolution rate of each floor master control axis and works formwork erection line, it has been to ensure that the accuracy of setting-out result from source, while having also avoided the safety problem of falling object from high altitude.
Description
Technical field
The present invention relates to architectural mapping technical fields, and in particular to a kind of side for skyscraper rapid survey setting-out
Method.
Background technique
With the quickening of Urbanization Construction, high level, super high-rise building are more and more, vertical in floor master control axis and works
During the setting-out of loft, it can't accomplish dynamicization, with no paper, visual three-dimensional lofting completely.
In prior art CN105575249A, common setting out method is at present: surveying using in one layer of floor or bottom quadrangle
If four master control axis points, and in each floor reserving hole of its corresponding position, utilize the upward cultellation function of laser plummet
Function is set with the survey of total station (or theodolite) axis, respectively by master control axis pilot measurement to construction floor, and passes through master control axis
The formwork erection line of each thin portion works is released, defect mainly has the following aspects:
1, in the construction process, each floor is intended to reserved laser plummet cultellation hole, each after the completion of main structure
Reserving hole is intended to tamp, and there are secondary construction phenomenons；
2, during setting-out, in order to guarantee that the smooth of laser plumbing, every layer of reserving hole must not all block covering, deposit
It hurts sb.'s feelings in falling object from high altitude and waits security hidden troubles；
3, first main Control point is thrown using laser plummet respectively in the construction process, and measures floor to be onstructed, is being used respectively
Total station (or theodolite) releases each works formwork erection line of floor, and construction efficiency is low；
4, setting-out coordinate or angle, distance are calculated；
5, with the increase of construction floor height, plumb aligner precision can be reduced with the increase for surveying height is thrown, to make
The precision of the master control axis of construction floor reduces.
Summary of the invention
The present invention provides a kind of method for skyscraper rapid survey setting-out, in conjunction with BIM technology, in floor master axis
Automation, with no paper, visual three-dimensional lofting are realized in the setting-out of line and works, and there is efficient, quick accurate impression.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
A method of for skyscraper rapid survey setting-out, include the following steps:
1) spacious, glitch-free place sets up GPS-RTK base station on construction ground；
2) void spaces set up robot measurement among construction floor；
3) in construction floor periphery any position, at least four control points are set using the survey of GPS-RTK rover station；
4) coordinate is transferred to robot measurement, completed certainly by each control point after obtaining coordinate using GPS-RTK technology
By setting station orientation works；
5) using BIM model in GPS-RTK rover station, the locations of structures for needing setting-out floor is obtained, by measuring machine
People completes the setting-out of floor master control axis and works formwork erection line.
The GPS-RTK rover station includes receiver and the connecting rod being used to support, and the upper end of the connecting rod passes through complete
Prism is connect with receiver, and the measurement hand being provided in connecting rod for generating BIM model is thin.
From the above technical scheme, operation of the present invention is simple, easy to use, is truly realized the automatic of construction
Change, is with no paper, visual three-dimensional lofting, improving the setting-out efficiency and setting-out of each floor master control axis and works formwork erection line
Precision, the accuracy of setting-out result has been to ensure that from source, while also avoiding the safety problem of falling object from high altitude.Also have as follows
The utility model has the advantages that
1, each floor gap does not need reserved laser plummet cultellation hole, avoids the secondary construction phenomenon of reserving hole,
Hurt sb.'s feelings by the falling object from high altitude of reserving hole Deng security hidden troubles are also avoided simultaneously；
2, in work progress, floor to be onstructed and use are not measured needing to throw main Control point respectively by laser plummet
Total station (or theodolite) releases each works formwork erection line of floor, improves construction efficiency；
3, each floor setting-out coordinate or angle, distance are not being calculated, and can be directly acquired by the click of BIM；
4, with the increase of construction floor height, laser plummet cultellation precision is avoided the occurrence of with the increase for throwing survey height
And reduce, improve the precision of each floor setting-out.
Detailed description of the invention
Axis side schematic diagram when Fig. 1 is rover station acquisition control point in the present invention；
Axis side schematic diagram when Fig. 2 is robot measurement Free Station in the present invention；
Axis side schematic diagram when Fig. 3 is robot measurement setting-out in the present invention.
Specific embodiment
A kind of preferred embodiment of the invention is described in detail with reference to the accompanying drawing.
GPS-RTK base station is set up to place more open on construction ground, the void spaces frame among construction floor
If robot measurement 3, any position remote as far as possible sets up GPS-RTK rover station 2 around it.
As shown in Figure 2, the GPS-RTK rover station 2 includes receiver 6 and the connecting rod 7 being used to support, the connection
The upper end of bar is connect by full prism 4 with receiver, and the measurement hand being provided in connecting rod for generating BIM model is thin by 5, should
BIM model can automatically generate the locations of structures for needing setting-out.
The method of the present invention includes the following steps:
Step 1: spacious, glitch-free place sets up GPS-RTK base station on construction ground.
Step 2: void spaces set up robot measurement 3 among construction floor.
Step 3: in construction floor periphery any position, using the survey of GPS-RTK rover station 2 set five control point RTK1,
RTK2, RTK3, RTK4, RTK5, referring to Fig.1.
Step 4: coordinate is transferred to robot measurement 3 after obtaining coordinate using GPS-RTK technology by each control point,
Free Station orientation works are completed, referring to Fig. 2.The control point is respectively positioned on the marginal position of construction floor.
Step 5: the BIM model that will be drawn in advance, importing measurement hand is thin, uses BIM mould in GPS-RTK rover station 2
Type obtains the locations of structures 8 for needing setting-out floor, completes floor master control axis and works formwork erection line by robot measurement 3
Setting-out, referring to Fig. 3.
The present invention solves skyscraper floor with the increase of cultellation height, and the survey of construction floor master control axis sets essence
The technical issues of degree gradually decreases, avoids that cultellation hole and setting-out coordinate or angle, distance will be reserved for every layer in work progress
Calculating, improve the setting-out efficiency of each floor master control axis and structure formwork erection line, the security risks such as hole falling object from high altitude avoided to ask
Topic.
Embodiment described above is only that preferred embodiments of the present invention will be described, not to model of the invention
It encloses and is defined, without departing from the spirit of the design of the present invention, those of ordinary skill in the art are to technical side of the invention
The various changes and improvements that case is made, should fall within the scope of protection determined by the claims of the present invention.
Claims (2)
1. a kind of method for skyscraper rapid survey setting-out, which comprises the steps of:
1) spacious, glitch-free place sets up GPS-RTK base station on construction ground；
2) void spaces set up robot measurement among construction floor；
3) in construction floor periphery any position, at least four control points are set using the survey of GPS-RTK rover station；
4) coordinate is transferred to robot measurement, completion is freely set after obtaining coordinate using GPS-RTK technology by each control point
It stands orientation works；
5) using BIM model in GPS-RTK rover station, the locations of structures for needing setting-out floor is obtained, it is complete by robot measurement
At the setting-out of floor master control axis and works formwork erection line.
2. the method according to claim 1, wherein the GPS-RTK rover station includes receiver and is used for
The upper end of the connecting rod of support, the connecting rod is connect by full prism with receiver, is provided in connecting rod for generating BIM mould
The measurement hand of type is thin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710204015.3A CN106840124B (en) | 2017-03-30 | 2017-03-30 | A method of for skyscraper rapid survey setting-out |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710204015.3A CN106840124B (en) | 2017-03-30 | 2017-03-30 | A method of for skyscraper rapid survey setting-out |
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| Publication Number | Publication Date |
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| CN106840124A CN106840124A (en) | 2017-06-13 |
| CN106840124B true CN106840124B (en) | 2019-07-05 |
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| CN201710204015.3A Active CN106840124B (en) | 2017-03-30 | 2017-03-30 | A method of for skyscraper rapid survey setting-out |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111337000A (en) * | 2020-04-10 | 2020-06-26 | 中国三冶集团有限公司 | Rotary curved surface building construction measurement lofting technology |
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| CN107421520B (en) * | 2017-09-28 | 2023-10-31 | 杭州睿兴栋宇建筑科技有限公司 | Decoration paying-off device and method based on BIM technology |
| CN107797554A (en) * | 2017-10-20 | 2018-03-13 | 合肥工业大学 | A kind of high-precision intelligent setting-out dolly |
| CN109165420A (en) * | 2018-08-02 | 2019-01-08 | 南通四建集团有限公司 | Construction site general space monitoring system based on Beidou high accuracy positioning and BIM |
| CN109944450B (en) * | 2019-03-15 | 2021-04-23 | 南通四建集团有限公司 | Structure construction multi-point synchronous high-precision positioning method based on Beidou GNSS & BIM |
| CN110409313B (en) * | 2019-08-12 | 2024-02-06 | 中铁四局集团第五工程有限公司 | High-speed railway pier unmanned aerial vehicle loading and lofting system and lofting method thereof |
| CN110412631A (en) * | 2019-08-13 | 2019-11-05 | 中电建十一局工程有限公司 | A kind of linear engineering GPS speedy lofting construction method |
| CN112084554B (en) * | 2020-08-11 | 2023-04-14 | 山西二建集团有限公司 | Arc-shaped cantilever structure paying-off construction method |
| CN112414380B (en) * | 2020-11-06 | 2022-07-05 | 通号建设集团第一工程有限公司 | High-rise building construction measurement positioning pay-off method |
| CN115112104A (en) * | 2021-08-17 | 2022-09-27 | 上海环创安装工程集团有限公司 | Building construction site surveying and mapping lofting method |
| CN114755699A (en) * | 2022-04-29 | 2022-07-15 | 上海井融网络科技有限公司 | RTK receiver and lofting method |
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| EP1857830A2 (en) * | 2006-05-16 | 2007-11-21 | Kabushiki Kaisha TOPCON | RTK-GPS survey system |
| CN101349563A (en) * | 2008-09-03 | 2009-01-21 | 武汉建工股份有限公司 | Method of laying out line for building construction measurement |
| CN102080960A (en) * | 2010-10-22 | 2011-06-01 | 上海市第一建筑有限公司 | Super-high-rise building verticality measuring and controlling method based on GPS (Global Positioning System) |
| CN102890281A (en) * | 2012-10-14 | 2013-01-23 | 上海城建市政工程（集团）有限公司 | High-accuracy GPS (global position system) positioning measurement method for high-rise buildings |
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- 2017-03-30 CN CN201710204015.3A patent/CN106840124B/en active Active
Patent Citations (4)
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| EP1857830A2 (en) * | 2006-05-16 | 2007-11-21 | Kabushiki Kaisha TOPCON | RTK-GPS survey system |
| CN101349563A (en) * | 2008-09-03 | 2009-01-21 | 武汉建工股份有限公司 | Method of laying out line for building construction measurement |
| CN102080960A (en) * | 2010-10-22 | 2011-06-01 | 上海市第一建筑有限公司 | Super-high-rise building verticality measuring and controlling method based on GPS (Global Positioning System) |
| CN102890281A (en) * | 2012-10-14 | 2013-01-23 | 上海城建市政工程（集团）有限公司 | High-accuracy GPS (global position system) positioning measurement method for high-rise buildings |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111337000A (en) * | 2020-04-10 | 2020-06-26 | 中国三冶集团有限公司 | Rotary curved surface building construction measurement lofting technology |
| CN111337000B (en) * | 2020-04-10 | 2021-11-30 | 中国三冶集团有限公司 | Rotating curved surface building construction measurement lofting method |
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| CN106840124A (en) | 2017-06-13 |
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