CN106840124A - A kind of method for the quick surveying and locating of skyscraper - Google Patents
A kind of method for the quick surveying and locating of skyscraper Download PDFInfo
- Publication number
- CN106840124A CN106840124A CN201710204015.3A CN201710204015A CN106840124A CN 106840124 A CN106840124 A CN 106840124A CN 201710204015 A CN201710204015 A CN 201710204015A CN 106840124 A CN106840124 A CN 106840124A
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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
-
- 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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
Abstract
The present invention provides a kind of method for the quick surveying and locating of skyscraper, first place spacious on construction ground sets up GPS RTK base stations, robot measurement is set up in construction floor centre position, surveyed using GPS RTK rovers on construction floor periphery and set at least four control points, then the coordinate at each control point is transferred to robot measurement, complete Free Station orientation works, finally utilize BIM technology, obtain needing the locations of structures of setting-out floor, the setting-out of floor master control axis and works formwork erection line is completed by robot measurement.The present invention is simple to operate, 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, the accuracy of setting-out result is to ensure that from source, while it also avoid the safety problem of falling object from high altitude.
Description
Technical field
The present invention relates to architectural mapping technical field, and in particular to a kind of side for the quick surveying and locating of skyscraper
Method.
Background technology
With the quickening of Urbanization Construction, high-rise, high-rise building is more and more, in floor master control axis and works formwork erection line
Setting-out during, can't completely accomplish dynamicization, with no paper, visual three-dimensional lofting.
Conventional setting out method is at present：Four master control axis points are set using being surveyed in one layer of floor or bottom corner, and at it
Each floor reserving hole of correspondence position, using the upward cultellation function of laser plummet and total powerstation（Or theodolite）Axis is surveyed
If function, respectively by master control axis pilot measurement to construction floor, and the formwork erection line of each thin portion works is put by master control axis
Go out, its defect mainly has the following aspects：
1st, in work progress, each floor is intended to reserved laser plummet cultellation hole, and each is reserved after the completion of agent structure
Hole is intended to tamp, and there is secondary construction phenomenon；
2nd, during setting-out, in order to ensure the smooth of laser plumbing, every layer of reserving hole must not all block covering, there is height
Sky pendant thing such as is hurted sb.'s feelings at the security hidden trouble；
3rd, in work progress, main Control point is thrown respectively using laser plummet first and measures floor to be onstructed, whole station is being used respectively
Instrument（Or theodolite）Each works formwork erection line of floor is released, efficiency of construction is low；
4th, setting-out coordinate or angle, distance need to be calculated；
5th, with the increase of construction floor height, plumb aligner precision can be reduced with the increase for throwing survey height, so that construction
The precision reduction of the master control axis of floor.
The content of the invention
The present invention provides a kind of method for the quick surveying and locating of skyscraper, with reference to BIM technology, in floor master axis
Automation, with no paper, visual three-dimensional lofting are realized in the setting-out of line and works, with efficient, quick accurate impression.
In order to solve the above technical problems, the present invention is adopted the following technical scheme that：
A kind of method for the quick surveying and locating of skyscraper, comprises the following steps：
1）Spacious on construction ground, glitch-free place sets up GPS-RTK base stations；
2）Void spaces set up robot measurement in the middle of construction floor；
3）In construction floor periphery optional position, surveyed using GPS-RTK rover stations and set at least four control points；
4）Coordinate is transferred to robot measurement by each control point after coordinate is obtained using GPS-RTK technologies, and completion freely sets
Stand orientation works；
5）Using BIM models in GPS-RTK rover stations, obtain needing the locations of structures of setting-out floor, it is complete by robot measurement
Into the setting-out of floor master control axis and works formwork erection line.
The GPS-RTK rover stations include receiver and the connecting rod for supporting, and the upper end of the connecting rod is by complete
Prism is connected with receiver, is provided with connecting rod thin for generating the measurement hand of BIM models.
From above technical scheme, the present invention is simple to operate, easy to use, is truly realized the automatic of construction
Change, with no paper, visual three-dimensional lofting, improve setting-out efficiency and the 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 it also avoid the safety problem of falling object from high altitude.Also have as follows
Beneficial effect：
1st, each floor gap need not reserve laser plummet cultellation hole, it is to avoid the secondary construction phenomenon of reserving hole, while
It also avoid the security hidden trouble such as being hurted sb.'s feelings by the falling object from high altitude of reserving hole；
2nd, in work progress, do not measure floor to be onstructed and use whole station needing by laser plummet respectively to throw main Control point
Instrument（Or theodolite）Each works formwork erection line of floor is released, efficiency of construction is improve；
3rd, each floor setting-out coordinate or angle, distance are not needing to be calculated, can be by the click direct access of BIM；
4th, with the increase of construction floor height, it is to avoid laser plummet cultellation precision occur and dropped with the increase for throwing survey height
It is low, improve the precision of each floor setting-out.
Brief description of the drawings
Axle side schematic diagram when Fig. 1 is rover station acquisition control point in the present invention；
Axle side schematic diagram when Fig. 2 is robot measurement Free Station in the present invention；
Axle 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 below in conjunction with the accompanying drawings.
GPS-RTK base stations are set up into place more open on construction ground, the void spaces frame in the middle of construction floor
If robot measurement 3, remote optional position of being tried one's best around it sets up GPS-RTK rover stations 2.
As shown in Figure 2, the GPS-RTK rover stations 2 include receiver 6 and the connecting rod 7 for supporting, the connection
The upper end of bar is connected by full prism 4 with receiver, be provided with connecting rod it is thin by 5 for generating the measurement hand of BIM models, should
BIM models can automatically generate the locations of structures for needing setting-out.
The inventive method comprises the following steps：
Step one：Spacious on construction ground, glitch-free place sets up GPS-RTK base stations.
Step 2：Void spaces set up robot measurement 3 in the middle of construction floor.
Step 3：In construction floor periphery optional position, surveyed using GPS-RTK rover stations 2 set five control point RTK1,
RTK2, RTK3, RTK4, RTK5, reference picture 1.
Step 4：Coordinate is transferred to robot measurement 3 by each control point after coordinate is obtained using GPS-RTK technologies,
Complete Free Station orientation works, reference picture 2.The control point is respectively positioned on the marginal position of construction floor.
Step 5：By BIM models drawn in advance, importing measurement hand is thin, uses BIM moulds in GPS-RTK rover stations 2
Type, obtains needing the locations of structures 8 of setting-out floor, and floor master control axis and works formwork erection line are completed by robot measurement 3
Setting-out, reference picture 3.
The present invention solves skyscraper floor with the increase of cultellation height, and the survey of its construction floor master control axis sets essence
The technical problem that degree is gradually reduced, it is to avoid every layer will reserve cultellation hole and setting-out coordinate or angle, distance in work progress
Calculating, improve the setting-out efficiency of each floor master control axis and structure formwork erection line, it is to avoid the security risk such as hole falling object from high altitude is asked
Topic.
The above implementation method is only that the preferred embodiment of the present invention is described, not to model of the invention
Enclose and be defined, on the premise of design spirit of the present invention is not departed from, those of ordinary skill in the art are to technical side of the invention
Various modifications and improvement that case is made, all should fall into the protection domain of claims of the present invention determination.
Claims (2)
1. a kind of method for the quick surveying and locating of skyscraper, it is characterised in that comprise the following steps：
1）Spacious on construction ground, glitch-free place sets up GPS-RTK base stations；
2）Void spaces set up robot measurement in the middle of construction floor；
3）In construction floor periphery optional position, surveyed using GPS-RTK rover stations and set at least four control points；
4）Coordinate is transferred to robot measurement by each control point after coordinate is obtained using GPS-RTK technologies, and completion freely sets
Stand orientation works；
5）Using BIM models in GPS-RTK rover stations, obtain needing the locations of structures of setting-out floor, it is complete by robot measurement
Into the setting-out of floor master control axis and works formwork erection line.
2. method according to claim 1, it is characterised in that the GPS-RTK rover stations include receiver and are used for
The connecting rod of support, the upper end of the connecting rod is connected by full prism with receiver, is provided with connecting rod for generating BIM moulds
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 |
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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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| CN106840124A true CN106840124A (en) | 2017-06-13 |
| CN106840124B CN106840124B (en) | 2019-07-05 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107421520A (en) * | 2017-09-28 | 2017-12-01 | 杭州睿兴栋宇建筑科技有限公司 | A kind of finishing actinobacillus 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 |
| CN109944450A (en) * | 2019-03-15 | 2019-06-28 | 南通四建集团有限公司 | A kind of structure construction Multipoint synchronous high-precision locating method based on Beidou GNSS&BIM |
| CN110409313A (en) * | 2019-08-12 | 2019-11-05 | 中铁四局集团第五工程有限公司 | A kind of high-speed railway bridge pier unmanned aerial vehicle onboard setting-out system and its setting out method |
| 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 |
| CN110427692A (en) * | 2018-08-02 | 2019-11-08 | 南通四建集团有限公司 | Construction site High Precision Monitor system, method based on Beidou/GNSS and dynamic BIM |
| CN112084554A (en) * | 2020-08-11 | 2020-12-15 | 山西二建集团有限公司 | Arc-shaped cantilever structure paying-off construction method |
| CN112414380A (en) * | 2020-11-06 | 2021-02-26 | 通号建设集团第一工程有限公司 | High-rise building construction measurement positioning pay-off 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 |
| 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 |
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| 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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| 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) |
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Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107421520A (en) * | 2017-09-28 | 2017-12-01 | 杭州睿兴栋宇建筑科技有限公司 | A kind of finishing actinobacillus 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 |
| CN110427692A (en) * | 2018-08-02 | 2019-11-08 | 南通四建集团有限公司 | Construction site High Precision Monitor system, method based on Beidou/GNSS and dynamic BIM |
| CN109944450A (en) * | 2019-03-15 | 2019-06-28 | 南通四建集团有限公司 | A kind of structure construction Multipoint synchronous high-precision locating method based on Beidou GNSS&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 |
| CN110409313A (en) * | 2019-08-12 | 2019-11-05 | 中铁四局集团第五工程有限公司 | A kind of high-speed railway bridge pier unmanned aerial vehicle onboard setting-out system and its setting out method |
| 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 |
| CN112084554A (en) * | 2020-08-11 | 2020-12-15 | 山西二建集团有限公司 | Arc-shaped cantilever structure paying-off 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 |
| CN112414380A (en) * | 2020-11-06 | 2021-02-26 | 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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| CN106840124B (en) | 2019-07-05 |
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